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<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing with OASIS Tables v3.0 20080202//EN" "journalpub-oasis3.dtd">
<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" xml:lang="en" dtd-version="3.0">
  <front>
    <journal-meta><journal-id journal-id-type="publisher">MS</journal-id><journal-title-group>
    <journal-title>Mechanical Sciences</journal-title>
    <abbrev-journal-title abbrev-type="publisher">MS</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">Mech. Sci.</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">2191-916X</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/ms-10-529-2019</article-id><title-group><article-title>The nonlinear vibrations of a vertical hard gyroscopic rotor with nonlinear
characteristics</article-title><alt-title>The nonlinear vibrations of a vertical hard gyroscopic rotor</alt-title>
      </title-group><?xmltex \runningtitle{The nonlinear vibrations of a vertical hard gyroscopic rotor}?><?xmltex \runningauthor{Z.~Iskakov and K.~Bissembayev}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Iskakov</surname><given-names>Zharilkassin</given-names></name>
          <email>iskakov53@mail.ru</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Bissembayev</surname><given-names>Kuatbay</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Almaty University of Power Engineering and Telecommunications,
Institute of Mechanics<?xmltex \hack{\break}?> and Machine Science, Almaty, 050010, Kazakhstan</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Abay Kazakh National Pedagogical University, Institute of Mechanics<?xmltex \hack{\break}?>
and Machine Science, Almaty, 050010, Kazakhstan</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Zharilkassin Iskakov (iskakov53@mail.ru)</corresp></author-notes><pub-date><day>6</day><month>November</month><year>2019</year></pub-date>
      
      <volume>10</volume>
      <issue>2</issue>
      <fpage>529</fpage><lpage>544</lpage>
      <history>
        <date date-type="received"><day>28</day><month>May</month><year>2019</year></date>
           <date date-type="rev-recd"><day>16</day><month>September</month><year>2019</year></date>
           <date date-type="accepted"><day>10</day><month>October</month><year>2019</year></date>
      </history>
      <permissions>
        <copyright-statement>Copyright: © 2019 Zharilkassin Iskakov</copyright-statement>
        <copyright-year>2019</copyright-year>
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019.html">This article is available from https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019.html</self-uri><self-uri xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019.pdf">The full text article is available as a PDF file from https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019.pdf</self-uri>
      <abstract><title>Abstract</title>
    <p id="d1e96">The paper considers an impact of viscous linear and cubic
nonlinear damping of the elastic support on nonlinear vibrations of a
vertical hard gyroscopic unbalanced rotor, taking into account nonlinear
stiffness of the support material. Analyzing the research results shows that
linear and cubic nonlinear damping can significantly suppress the resonance
peak of the fundamental harmonic, eliminate the jumping phenomena of the
nonlinear system. In non-resonance areas where the velocity is higher than
the critical one, cubic nonlinear damping, unlike linear one, can slightly
suppress amplitude of the rotor vibration. Therefore, in the high-velocity
area, only nonlinear damping can maintain performance of a vibration
isolator. In resonance area, an increase in linear or cubic nonlinear
damping significantly suppresses the ability to absolute displacement. In
non-resonance area, where the rotational velocity is lower than the critical
one, they have almost no impact on ability to absolute displacement. In high
velocity area, an increase in nonlinear damping may slightly increase the
moment of force transmissibility, but linear damping has almost no impact on
it. The obtained results can be successfully used to produce passive
vibration isolators used for damping the vibrations of rotary machines,
including gyroscopic ones.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <label>1</label><title>Introduction</title>
      <p id="d1e108">As you know, the rotary machines are widely used in many industries and have
been studied for a long time. Despite this, there are many problems
unsolved, in particular those associated with an action of mass imbalance on
vibrations and stability, and subsequently with the stabilization of
resonance vibrations of the rotary machines.</p>
      <p id="d1e111">A simplified model with concentrated rotor system parameters is typically
used to study the dynamics of a single rotor shaft on the bearing supports.
It is very important to use the properties and characteristics of the
support material for vibration attenuation and damping to stabilize a
movement of the unbalanced rotor and the vibration systems. Supports are the
mean for connecting devices between the rotor and the supporting structure,
which have various shapes and designs depending on the specific assumptions.
A convenient way is to introduce attenuation for supporting the bearings in
the rotor system on viscoelastic flexible rubber supports (Zakaria et al.,
2015). In parallel with the development of viscoelastic material simulation (Gil-Negrete et al., 2009; Richards and  Singh, 1999), which
helps to describe a complexity of material properties, the use of
viscoelastic components in rotor dynamics and vibration systems (Ravindra
and Mallik, 1994; Peng et al., 2012;
Ho et al., 2012) as a whole also increased, including with nonlinear elastic
characteristics and damping. For example, Ravindra and Mallick (1994)
researched the parametric impact of different types of attenuation on the
performance of nonlinear vibration isolators in case of harmonic excitation.
The paper (Peng et al., 2012) considers an efficiency of passive vibration
isolators with linear damping and cubic nonlinear damping in resonance and
non-resonance vibration areas of the system with linear stiffness. It also
provides an excellent overview of researches of the linear and nonlinear
vibration isolation systems. In the paper (Ho et al., 2012), an impact of
cubic nonlinear rigidity of the material<?pagebreak page530?> on the performance of the isolator
is additionally taken into account in the studies. The papers (Iskakov,
2015, 2017a, b) researched impacts of quadratic
nonlinear damping on the resonance vibrations and stability of the vertical
gyroscopic unbalanced rotor with quadratic and cubic nonlinear stiffness of
an elastic support. Magnetorheological materials can be used as damping
elements. The model is based on presentation of magnetorheological oil by
bilinear material (Zapomel and Ferfecki, 2015). In the paper (Fujiwara et
al., 2015), an experimental single-disc rotor system is prepared that is
supported by ball bearings at both ends, and vibration is compared with a
flexible support containing springs or rubber blankets and with a rigid
support base, through simulation and experiment.</p>
      <p id="d1e114">This paper is aimed at researching an impact of the material of the elastic
bearing support with linear and cubic nonlinear damping on the main
resonance curve and the moment of force transmissibility of the gyroscopic
vertical hard unbalanced rotor, taking into account the nonlinear stiffness
of the support.</p>
</sec>
<sec id="Ch1.S2">
  <label>2</label><title>Motion equations</title>
      <p id="d1e125">The rotor flowchart shown in Fig. 1 is considered. Shaft with the length <inline-formula><mml:math id="M1" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula>
is installed vertically, using a lower hinged and an
upper elastic support at a distance <inline-formula><mml:math id="M2" display="inline"><mml:mrow><mml:msub><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> from it. A disc having a
mass <inline-formula><mml:math id="M3" display="inline"><mml:mi>m</mml:mi></mml:math></inline-formula>, a polar moment of inertia <inline-formula><mml:math id="M4" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and a transverse moment of
inertia <inline-formula><mml:math id="M5" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, being the same for any direction, is fixed at the free end
of the shaft. The shaft speed <inline-formula><mml:math id="M6" display="inline"><mml:mi mathvariant="italic">ω</mml:mi></mml:math></inline-formula> is so high that the rotor can be
considered as a gyroscope, which fixed point is the lower shaft support.
The geometric center of the rotor <inline-formula><mml:math id="M7" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> is determined by the Cartesian coordinates <inline-formula><mml:math id="M8" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M9" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>. At this time, the shaft
deflections are determined by the angular coordinates <inline-formula><mml:math id="M10" display="inline"><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M11" display="inline"><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:math></inline-formula>. The Cartesian and angular coordinates of the geometric center <inline-formula><mml:math id="M12" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> are related by the relations <inline-formula><mml:math id="M13" display="inline"><mml:mrow><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:mi>L</mml:mi><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M14" display="inline"><mml:mrow><mml:mi>y</mml:mi><mml:mo>=</mml:mo><mml:mi>L</mml:mi><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:math></inline-formula>. The rotor movement towards the coordinate axis <inline-formula><mml:math id="M15" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> is neglected. Next, we
denote the coordinates of the center of masses <inline-formula><mml:math id="M16" display="inline"><mml:mi>m</mml:mi></mml:math></inline-formula> of the disc through
<inline-formula><mml:math id="M17" display="inline"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>m</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M18" display="inline"><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>m</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><?xmltex \currentcnt{1}?><label>Figure 1</label><caption><p id="d1e303">Rotor geometry.</p></caption>
        <?xmltex \igopts{width=227.622047pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f01.png"/>

      </fig>

      <p id="d1e312">Also assume that linear eccentricity <inline-formula><mml:math id="M19" display="inline"><mml:mi>e</mml:mi></mml:math></inline-formula> lies on the <inline-formula><mml:math id="M20" display="inline"><mml:mi>X</mml:mi></mml:math></inline-formula>-axis of the <inline-formula><mml:math id="M21" display="inline"><mml:mrow><mml:mi>S</mml:mi><mml:mi>X</mml:mi><mml:mi>Y</mml:mi><mml:mi>Z</mml:mi></mml:mrow></mml:math></inline-formula>
coordinate system which rotates with the rotor. Limit its elves to small
deviations of the rotor axis, so will take into account in the calculations
only terms that are linear with respect to small quantities <inline-formula><mml:math id="M22" display="inline"><mml:mi>e</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M23" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M24" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M25" display="inline"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>m</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M26" display="inline"><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>m</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.</p>
      <p id="d1e396">Given the above, the projections of the angular velocity on the coordinate
axes will be written as
          <disp-formula id="Ch1.E1" content-type="numbered"><label>1</label><mml:math id="M27" display="block"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mo>-</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>z</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:mo>⋅</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        and kinetic energy of the system as
          <disp-formula id="Ch1.Ex1"><mml:math id="M28" display="block"><mml:mrow><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:mi>m</mml:mi><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mover accent="true"><mml:mi>x</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>m</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mover accent="true"><mml:mi>y</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>m</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi>z</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        given that <inline-formula><mml:math id="M29" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M30" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mrow class="chem"><mml:mi mathvariant="normal">z</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and Eq. (1), obtain in a
form of
          <disp-formula id="Ch1.E2" content-type="numbered"><label>2</label><mml:math id="M31" display="block"><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>T</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:mi>m</mml:mi><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mover accent="true"><mml:mi>x</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>m</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mover accent="true"><mml:mi>y</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>m</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:mfenced open="{" close=""><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo mathsize="2.5em">[</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close="}" open=""><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mi mathvariant="italic">ω</mml:mi><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo mathsize="2.5em">]</mml:mo><mml:mo>+</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mi mathvariant="italic">ω</mml:mi><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        where
          <disp-formula id="Ch1.E3" content-type="numbered"><label>3</label><mml:math id="M32" display="block"><mml:mtable rowspacing="0.2ex" class="split" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>m</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>x</mml:mi><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>cos⁡</mml:mi><mml:mi mathvariant="italic">φ</mml:mi><mml:mo>=</mml:mo><mml:mi>L</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>cos⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>m</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>y</mml:mi><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">φ</mml:mi><mml:mo>=</mml:mo><mml:mi>L</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
      <p id="d1e886">Moments of external forces are as follows
          <disp-formula id="Ch1.E4" content-type="numbered"><label>4</label><mml:math id="M33" display="block"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>L</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>cos⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfenced><mml:mi>G</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:mi>L</mml:mi><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>e</mml:mi><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfenced><mml:mi>G</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M34" display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula> is the shaft length, <inline-formula><mml:math id="M35" display="inline"><mml:mrow><mml:mi>G</mml:mi><mml:mo>=</mml:mo><mml:mi>m</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:math></inline-formula> is the disc weight.</p>
      <p id="d1e976">Mallick et al. (1999) experimentally confirmed that the restoring and damping
forces in elastomeric isolators should be described, using a nonlinear
model. Richards and Singh (1999) found that rubber dampers have both
nonlinear damping and nonlinear stiffness. To achieve higher performance,
any nonlinearities in the design should be taken into<?pagebreak page531?> account. Consequently,
the elastic support of the upper bearing of the gyroscopic rotor can be made
of non-linear materials, such as rubber, resin and other polymers widely
used as the damper of the arising vibrations. Given all this, we set the
dissipative forces in the elastic support as
          <disp-formula id="Ch1.E5" content-type="numbered"><label>5</label><mml:math id="M36" display="block"><mml:mrow><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M37" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is a coefficient of linear viscous damping of the
support material, <inline-formula><mml:math id="M38" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is a coefficient of nonlinear cubic
viscous damping of the support material. If consider that the rotor shaft is
hard and only its upper support has elasticity, the potential energy of the
system can be represented as
          <disp-formula id="Ch1.E6" content-type="numbered"><label>6</label><mml:math id="M39" display="block"><mml:mrow><mml:mi>V</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M40" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is a coefficient of linear stiffness of the elastic
support, <inline-formula><mml:math id="M41" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is a coefficient of nonlinear stiffness of the
elastic support.</p>
      <p id="d1e1207">The Lagrange's Equations of Second Kind (Yablonsky, 2007) for the rotor
system are written as
          <disp-formula id="Ch1.E7" content-type="numbered"><label>7</label><mml:math id="M42" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="normal">d</mml:mi><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>T</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>q</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>T</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>q</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>V</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>q</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi mathvariant="italic">ϕ</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>q</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Here, <inline-formula><mml:math id="M43" display="inline"><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>:</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M44" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the joint coordinates; <inline-formula><mml:math id="M45" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>:</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi>x</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M46" display="inline"><mml:mrow><mml:msub><mml:mi>M</mml:mi><mml:mi>y</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> are the generalized forces.</p>
      <p id="d1e1368">Substituting the expressions (2)–(6) in (7), obtain the equations of
motion of the rotor
          <disp-formula id="Ch1.E8" content-type="numbered"><label>8</label><mml:math id="M47" display="block"><mml:mtable columnspacing="1em" class="split" rowspacing="0.2ex" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">¨</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mo>+</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>-</mml:mo><mml:mi>G</mml:mi><mml:mi>L</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:mi>m</mml:mi><mml:mi>e</mml:mi><mml:msup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>L</mml:mi><mml:mo>+</mml:mo><mml:mi>m</mml:mi><mml:mi>g</mml:mi><mml:mi>e</mml:mi><mml:mo>)</mml:mo><mml:mi>cos⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">¨</mml:mo></mml:mover><mml:mi>y</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub><mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mo>+</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>-</mml:mo><mml:mi>G</mml:mi><mml:mi>L</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:mi>m</mml:mi><mml:mi>e</mml:mi><mml:msup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>L</mml:mi><mml:mo>+</mml:mo><mml:mi>m</mml:mi><mml:mi>g</mml:mi><mml:mi>e</mml:mi><mml:mo>)</mml:mo><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>t</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        where
          <disp-formula id="Ch1.E9" content-type="numbered"><label>9</label><mml:math id="M48" display="block"><mml:mrow><mml:mi>m</mml:mi><mml:mi>e</mml:mi><mml:msup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>L</mml:mi><mml:mo>+</mml:mo><mml:mi>G</mml:mi><mml:mi>e</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>M</mml:mi><mml:mi>f</mml:mi></mml:msub></mml:mrow></mml:math></disp-formula>
        is an amplitude of the resultant moment of the external forces.</p>
      <p id="d1e1767">By entering the following dimensionless parameters
          <disp-formula id="Ch1.E10" content-type="numbered"><label>10</label><mml:math id="M49" display="block"><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="italic">ε</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mi>e</mml:mi><mml:mo>/</mml:mo><mml:mi>L</mml:mi><mml:mo>;</mml:mo><mml:mi>l</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mi>L</mml:mi><mml:mo>;</mml:mo><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>=</mml:mo><mml:mi>t</mml:mi><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>;</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>/</mml:mo><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>;</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo><mml:mo>;</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo><mml:mo>;</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>m</mml:mi><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>;</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>m</mml:mi><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>;</mml:mo><mml:mi>P</mml:mi><mml:mo>=</mml:mo><mml:mi>G</mml:mi><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>m</mml:mi><mml:mi>L</mml:mi><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>;</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>;</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        where
          <disp-formula id="Ch1.E11" content-type="numbered"><label>11</label><mml:math id="M50" display="block"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msqrt><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>-</mml:mo><mml:mi>G</mml:mi><mml:mi>L</mml:mi></mml:mrow><mml:mrow><mml:mi>m</mml:mi><mml:msup><mml:mi>L</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfrac></mml:mstyle></mml:msqrt></mml:mrow></mml:math></disp-formula>
        is a critical velocity of a damping-free linear system, using a designation
of the expression of the dimensionless amplitude of the resultant moment of
external forces
          <disp-formula id="Ch1.E12" content-type="numbered"><label>12</label><mml:math id="M51" display="block"><mml:mrow><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ε</mml:mi><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mi mathvariant="italic">ε</mml:mi><mml:mi>P</mml:mi></mml:mrow></mml:math></disp-formula>
        can provide the equations of motion (8) with a compact dimensionless view

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M52" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E13"><mml:mtd><mml:mtext>13</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msubsup></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mo>′</mml:mo></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mo>′</mml:mo></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi>cos⁡</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E14"><mml:mtd><mml:mtext>14</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mfenced open="(" close=")"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msubsup></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>-</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mo>′</mml:mo></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mo>′</mml:mo></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi>sin⁡</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          Here the strokes denote derivatives in dimensionless time <inline-formula><mml:math id="M53" display="inline"><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:math></inline-formula>.</p>
      <p id="d1e2509">Thus, it turns out that the steady-state motion of the considered rotor is
described by the Duffing type differential equation system (13) and (14). To
determine a periodic solution with a period equal to the period of external
action, a method of decomposition of solutions (13) and (14) into Fourier
series with uncertain coefficients is usually used. The coefficients can be
found by the harmonic balance method (Hayashi, 1964; Szemplinska-Stupnicka,
1968; Kydyrbekuly, 2006), taking into account the finite and usually small
number of terms.</p>
</sec>
<sec id="Ch1.S3">
  <label>3</label><title>Amplitude- and phase-frequency characteristic and moment of force
transmissibility of the system</title>
      <p id="d1e2520">Expanding the solutions of the equations of motion (13) and (14) into the
Fourier series with indefinite coefficients, can verify that the
approximation of the solutions with a simple harmonic and oscillation
frequency equal to the disturbing moment frequency is quite satisfactory in
the case of the main resonance. Taking into account the following notation
of the vibration parameters <inline-formula><mml:math id="M54" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and  <inline-formula><mml:math id="M55" display="inline"><mml:mrow><mml:mi mathvariant="italic">α</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">α</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, the
solutions of the equations of motio (13) and (14) at a first approximation
can be written as

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M56" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E15"><mml:mtd><mml:mtext>15</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>A</mml:mi><mml:mi>cos⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mrow class="chem"><mml:mover accent="true"><mml:mi mathvariant="normal">t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mo>-</mml:mo><mml:mi mathvariant="italic">α</mml:mi><mml:mo>)</mml:mo><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E16"><mml:mtd><mml:mtext>16</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>A</mml:mi><mml:mi>sin⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mrow class="chem"><mml:mover accent="true"><mml:mi mathvariant="normal">t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mo>-</mml:mo><mml:mi mathvariant="italic">α</mml:mi><mml:mo>)</mml:mo><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          After substitution the expressions (15)–(16) in (13)–(14) and applying
the harmonic balance method (Hayashi, 1964; Szemplinska-Stupnicka, 1968;
Kydyrbekuly, 2006), obtain<?pagebreak page532?> the amplitude-frequency and the phase- frequency
dependences of the fundamental harmonic

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M57" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E17"><mml:mtd><mml:mtext>17</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mtable rowspacing="0.2ex" class="split" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close="" open="{"><mml:mrow><mml:msup><mml:mfenced open="[" close="]"><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mfenced open="" close="}"><mml:mrow><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E18"><mml:mtd><mml:mtext>18</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>tan⁡</mml:mi><mml:mi mathvariant="italic">α</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow><mml:mrow><mml:mo>-</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi><mml:mo>)</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mo>(</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi><mml:mo>)</mml:mo><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          where <inline-formula><mml:math id="M58" display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the nominal thickness of the
disc.</p>
      <p id="d1e2926">The formula for the amplitude-frequency characteristic (17) taking into
account the expressions of dimensionless parameters (10), the critical
velocity formula (11), and the formula for the resulting moment amplitude
(12), may be needed when experimentally determining the values of the linear
damping coefficients <inline-formula><mml:math id="M59" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and nonlinear cubic damping <inline-formula><mml:math id="M60" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>
of the support under the values of the amplitude <inline-formula><mml:math id="M61" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> and rotation speeds
<inline-formula><mml:math id="M62" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> of the experimental resonance curve <inline-formula><mml:math id="M63" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>A</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>.</p>
      <p id="d1e2983">The results of numerical solutions of the equations of motion (13) and (14)
of a rotor system with nonlinear rigidity and the dependency graphs (15) and
(16) taking into account expressions (17) and (18) are presented in Figures
2 and 3 for the following parameters: <inline-formula><mml:math id="M64" display="inline"><mml:mrow><mml:mi>l</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.88</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M65" display="inline"><mml:mrow><mml:mi>P</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.012</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M66" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.19</mml:mn><mml:mo>,</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M67" display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M68" display="inline"><mml:mrow><mml:mi mathvariant="italic">ε</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.91</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M69" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.19</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M70" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.5</mml:mn></mml:mrow></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><?xmltex \currentcnt{2}?><label>Figure 2</label><caption><p id="d1e3097">Oscillogram <inline-formula><mml:math id="M71" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M72" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> when <inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.075</mml:mn><mml:mo>,</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn><mml:mo>,</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>. Solid lines are the results of a numerical solution, points are the results of an analytical solution.</p></caption>
        <?xmltex \igopts{width=227.622047pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f02.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3"><?xmltex \currentcnt{3}?><label>Figure 3</label><caption><p id="d1e3202">Oscillogram <inline-formula><mml:math id="M74" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M75" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> when <inline-formula><mml:math id="M76" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.075</mml:mn><mml:mo>,</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn><mml:mo>,</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.18</mml:mn></mml:mrow></mml:math></inline-formula>. Solid lines are the results of a numerical solution, points are the results of an analytical solution.</p></caption>
        <?xmltex \igopts{width=227.622047pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f03.png"/>

      </fig>

      <p id="d1e3305">The graphs in Figs. 2 and 3 show a sufficient approximation of the results
of numerical modeling and analytically obtained results.</p>
      <p id="d1e3308">In the absence of nonlinear terms in Eqs. (13) and (14), the results
for the linear rotor model are obtained from expressions (17) and (18)
(Iskakov and Kalybaeva, 2010).</p>
      <?pagebreak page533?><p id="d1e3311">With the introduction of additional value notations
          <disp-formula id="Ch1.E19" content-type="numbered"><label>19</label><mml:math id="M77" display="block"><mml:mtable rowspacing="0.2ex" class="split" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mn mathvariant="normal">1</mml:mn></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced><mml:mo>;</mml:mo><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced><mml:mo>;</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced><mml:mo>;</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>M</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi>H</mml:mi></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        obtain an expression for the amplitude-frequency and the phase-frequency
characteristics

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M78" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E20"><mml:mtd><mml:mtext>20</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>∗</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mi>M</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E21"><mml:mtd><mml:mtext>21</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>tan⁡</mml:mi><mml:mi mathvariant="italic">α</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          where the notations are introduced
          <disp-formula id="Ch1.E22" content-type="numbered"><label>22</label><mml:math id="M79" display="block"><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>∗</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Amplitude-frequency supporting curves typically describe a relationship
between amplitude and frequency of free vibrations of the system without
damping (Panovko, 1971). Assuming the expression <inline-formula><mml:math id="M80" display="inline"><mml:mi>M</mml:mi></mml:math></inline-formula> to be equal to zero due to
the external moment, and the damping coefficients <inline-formula><mml:math id="M81" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M82" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> in Eq. (20), obtain the equation of the supporting curve for
vibrations at the fundamental resonance frequency
          <disp-formula id="Ch1.E23" content-type="numbered"><label>23</label><mml:math id="M83" display="block"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:msqrt><mml:mrow><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:msqrt></mml:mfrac></mml:mstyle><mml:msqrt><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msqrt><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Here
          <disp-formula id="Ch1.Ex2"><mml:math id="M84" display="block"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≥</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        It can be seen from formula (23) that the supporting curve is a parabola
symmetric about the axis <inline-formula><mml:math id="M85" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula>, the larger the value<inline-formula><mml:math id="M86" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> the greater
the slope to the right, of the supporting curve Formula (23) and the
reference curve constructed from it are important for the experimental
determination of the nonlinear stiffness coefficient of the support material
<inline-formula><mml:math id="M87" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> from the intersection point of the reference curve with the resonance
curve <inline-formula><mml:math id="M88" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>A</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>.</p>
      <p id="d1e3789">In case when <inline-formula><mml:math id="M89" display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.99</mml:mn></mml:mrow></mml:math></inline-formula> and moment <inline-formula><mml:math id="M90" display="inline"><mml:mi>P</mml:mi></mml:math></inline-formula> of gravitational force is neglected the
amplitude of the centrifugal couple is <inline-formula><mml:math id="M91" display="inline"><mml:mrow><mml:mi>M</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>. Solving Eq. (20) with respect to <inline-formula><mml:math id="M92" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> depending on <inline-formula><mml:math id="M93" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> at a constant
value of <inline-formula><mml:math id="M95" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 0 and depending on <inline-formula><mml:math id="M96" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M97" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> at a
constant value of <inline-formula><mml:math id="M98" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 0 with <inline-formula><mml:math id="M99" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, get

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M100" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E24"><mml:mtd><mml:mtext>24</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="normal">Ω</mml:mi><mml:msqrt><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E25"><mml:mtd><mml:mtext>25</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:msqrt><mml:mrow><mml:mroot><mml:mrow><mml:mo>-</mml:mo><mml:mi>q</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>+</mml:mo><mml:msqrt><mml:mi>Q</mml:mi></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot><mml:mo>+</mml:mo><mml:mroot><mml:mrow><mml:mo>-</mml:mo><mml:mi>q</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>-</mml:mo><mml:msqrt><mml:mi>Q</mml:mi></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot></mml:mrow></mml:msqrt><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          where
          <disp-formula id="Ch1.Ex3"><mml:math id="M101" display="block"><mml:mrow><mml:mi>Q</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>p</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mi>q</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>,</mml:mo><mml:mi>p</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>,</mml:mo><mml:mi>q</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula></p>
      <p id="d1e4112">If shaft speeds are close to zero, the action of the gravitation moment is
more noticeable. Then, if <inline-formula><mml:math id="M102" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, the Eq. (20) takes the
following form
          <disp-formula id="Ch1.E26" content-type="numbered"><label>26</label><mml:math id="M103" display="block"><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>P</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Solutions of Eq. (26) if <inline-formula><mml:math id="M104" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>:
          <disp-formula id="Ch1.E27" content-type="numbered"><label>27</label><mml:math id="M105" display="block"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:math></disp-formula>
        and if <inline-formula><mml:math id="M106" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>
          <disp-formula id="Ch1.E28" content-type="numbered"><label>28</label><mml:math id="M107" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>A</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mroot><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mroot><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>-</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Using dimensionless parameters in accordance with formulas (10), it is
possible to give the following form to expressions of the projections of
moment of transmitted force (transmissive force)
          <disp-formula id="Ch1.E29" content-type="numbered"><label>29</label><mml:math id="M108" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mrow><mml:mi mathvariant="italic">τ</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mrow><mml:mi mathvariant="italic">τ</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msubsup><mml:msup><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>′</mml:mo></mml:msup><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi>P</mml:mi></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>l</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
      <p id="d1e4548">On the other hand, take the projection of the moment of transmitted force
(29) in a form of the following harmonics
          <disp-formula id="Ch1.E30" content-type="numbered"><label>30</label><mml:math id="M109" display="block"><mml:mtable columnspacing="1em" class="split" rowspacing="0.2ex" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mrow><mml:mi mathvariant="italic">τ</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub><mml:mi>cos⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>-</mml:mo><mml:mi mathvariant="italic">α</mml:mi><mml:mo>)</mml:mo><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>M</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mrow><mml:mi mathvariant="italic">τ</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub><mml:mi>sin⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mover accent="true"><mml:mi>t</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>-</mml:mo><mml:mi mathvariant="italic">α</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Substituting solutions (15), (16) and (30) into expressions (29) and taking
into account additional notations of values (19), obtain an expression for
determining amplitude of the moment of transmitted force <inline-formula><mml:math id="M110" display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
depending on the rotation velocity <inline-formula><mml:math id="M111" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula>, the linear damping coefficient
<inline-formula><mml:math id="M112" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and the nonlinear damping coefficient <inline-formula><mml:math id="M113" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>:
          <disp-formula id="Ch1.E31" content-type="numbered"><label>31</label><mml:math id="M114" display="block"><mml:mrow><mml:msubsup><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>A</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The moment of force transmissibility is defined as a ratio of amplitude of
the moment of transmitted force to the amplitude of the disturbing moment
(Ho et al., 2012):
          <disp-formula id="Ch1.E32" content-type="numbered"><label>32</label><mml:math id="M115" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mi>M</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><?xmltex \hack{\hbox\bgroup\fontsize{8.8}{8.8}\selectfont$\displaystyle}?><mml:mo>=</mml:mo><mml:msqrt><mml:mrow><mml:mfenced open="[" close="]"><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mi>A</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mo>/</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:msqrt><mml:mo>.</mml:mo><?xmltex \hack{$\egroup}?></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Introduce a function
          <disp-formula id="Ch1.E33" content-type="numbered"><label>33</label><mml:math id="M116" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfenced></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mfenced open="[" close=""><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced open="" close="]"><mml:mrow><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mi>A</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mo>/</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Calculate a derivative of <inline-formula><mml:math id="M117" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula> at <inline-formula><mml:math id="M118" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> and equate it to zero:
          <disp-formula id="Ch1.E34" content-type="numbered"><label>34</label><mml:math id="M119" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi>f</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The solution of Eq. (34) is a certain value <inline-formula><mml:math id="M120" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. If
<inline-formula><mml:math id="M121" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, this value is equal <inline-formula><mml:math id="M122" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>. It can be shown
that the second derivative of <inline-formula><mml:math id="M123" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula> at <inline-formula><mml:math id="M124" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> at this point is negative,
i.e. the function <inline-formula><mml:math id="M125" display="inline"><mml:mrow><mml:mi>f</mml:mi><mml:mfenced close=")" open="("><mml:mi mathvariant="normal">Ω</mml:mi></mml:mfenced></mml:mrow></mml:math></inline-formula> really has the maximum value,
while
          <disp-formula id="Ch1.E35" content-type="numbered"><label>35</label><mml:math id="M126" display="block"><mml:mrow><mml:msub><mml:mi mathvariant="italic">γ</mml:mi><mml:mo>max⁡</mml:mo></mml:msub><mml:mo>=</mml:mo><mml:msqrt><mml:mrow><mml:mi>f</mml:mi><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:msqrt><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        If the shaft speed is <inline-formula><mml:math id="M127" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M128" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> the moment of force
transmissibility of the system is
          <disp-formula id="Ch1.E36" content-type="numbered"><label>36</label><mml:math id="M129" display="block"><mml:mrow><mml:mi mathvariant="italic">γ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi>A</mml:mi><mml:mi>P</mml:mi></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></disp-formula>
        and if <inline-formula><mml:math id="M130" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M131" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>
          <disp-formula id="Ch1.E37" content-type="numbered"><label>37</label><mml:math id="M132" display="block"><mml:mtable rowspacing="0.2ex" class="split" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi mathvariant="italic">γ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>P</mml:mi></mml:mfrac></mml:mstyle><mml:mfenced open="(" close=")"><mml:mrow><mml:mi>A</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><?xmltex \hack{\hbox\bgroup\fontsize{8.9}{8.9}\selectfont$\displaystyle}?><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>P</mml:mi></mml:mfrac></mml:mstyle><mml:mfenced close="}" open="{"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mroot><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle><mml:mo>+</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mroot><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle><mml:mo>-</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot><mml:mo>+</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mfenced close="" open="["><mml:mroot><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle><mml:mo>+</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msup><mml:mfenced open="" close="]"><mml:mrow><mml:mo>+</mml:mo><mml:mroot><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle><mml:mo>-</mml:mo><mml:msqrt><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mn mathvariant="normal">2.25</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mi>P</mml:mi><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msqrt></mml:mrow><mml:mn mathvariant="normal">3</mml:mn></mml:mroot></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced><mml:mo>.</mml:mo><?xmltex \hack{$\egroup}?></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
</sec>
<?pagebreak page534?><sec id="Ch1.S4">
  <label>4</label><title>Impact of damping on rotor dynamics</title>
      <p id="d1e5520">The numerical solution of the Eq. (20) and the calculation from the
expression (32) were performed using MathLab to demonstrate an impact of
linear and nonlinear viscous damping on vibration isolation of the Duffing
type rotor system. The results are shown in Figs. 4–13. The rotary system
with linear stiffness of the elastic support as described in researches
(Peng et al., 2012; Iskakov, 2018a, b) is presented in Figs. 4–7. In Figures 4 and 5, the elastic support of the rotor has linear
stiffness and linear damping with <inline-formula><mml:math id="M133" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>, 0.2, 0.4. When the
parameter of linear damping  <inline-formula><mml:math id="M134" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> increases, the amplitude of vibrations
<inline-formula><mml:math id="M135" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> and the moment of force transmissibility of the system <inline-formula><mml:math id="M136" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> in the
resonance area near <inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> decrease, and in non-resonance
areas, where <inline-formula><mml:math id="M138" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≻</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> or <inline-formula><mml:math id="M139" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, the impacts of
<inline-formula><mml:math id="M140" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> on <inline-formula><mml:math id="M141" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M142" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> are very weak and negligible. In Figs. 6 and
7, the <inline-formula><mml:math id="M143" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> value is kept constant at the level of 0.1, while the
cubic damping parameter <inline-formula><mml:math id="M144" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> takes 0, 0.2, 0.4. In this case, the
resonance peak of the fundamental harmonic at <inline-formula><mml:math id="M145" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> is
significantly suppressed with increasing <inline-formula><mml:math id="M146" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mn mathvariant="normal">3</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and in the non-resonance
area, where <inline-formula><mml:math id="M147" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> <inline-formula><mml:math id="M148" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> has virtually no impact on <inline-formula><mml:math id="M149" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> and
<inline-formula><mml:math id="M150" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula>. However, in the non-resonance area, where <inline-formula><mml:math id="M151" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≻</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, it
can be seen that an increase in <inline-formula><mml:math id="M152" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> may slightly suppress the <inline-formula><mml:math id="M153" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula>
vibration amplitude and slightly increase <inline-formula><mml:math id="M154" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><?xmltex \currentcnt{4}?><label>Figure 4</label><caption><p id="d1e5751">Dependence of the vibration amplitude <inline-formula><mml:math id="M155" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M156" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at different values of the coefficient of linear viscous damping <inline-formula><mml:math id="M157" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f04.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><?xmltex \currentcnt{5}?><label>Figure 5</label><caption><p id="d1e5787">Dependence of the moment of force transmissibility of the system <inline-formula><mml:math id="M158" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M159" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at different values of the coefficient of linear viscous damping <inline-formula><mml:math id="M160" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f05.png"/>

      </fig>

      <p id="d1e5822">Figures 8–9 shows the effects of linear damping in case of nonlinear stiffness
of the elastic support. A contrast between the effects of linear and
nonlinear viscous damping can be observed by comparing Figs. 8–9 with
Figs. 10–13, where the cubic viscous damping coefficient <inline-formula><mml:math id="M161" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is 0,
0.2, 0.4 for <inline-formula><mml:math id="M162" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.05</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M163" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>, respectively. Similar to the
case of pure linear stiffness, the linear viscous damping <inline-formula><mml:math id="M164" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> again
modifies the resonance area without causing noticeable effects in
non-resonance areas.</p>
      <p id="d1e5877">To ensure the stable movement, avoiding jumping should be an important
feature of the vibration isolator. Researches of Ravindra and Mallick (1994)
have shown that the jumping phenomena can be eliminated by linear damping.
With pure linear viscous damping, the calculation results in Figs. 8 and 9
show jumps occurring at <inline-formula><mml:math id="M165" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.54</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M166" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.52</mml:mn></mml:mrow></mml:math></inline-formula> when <inline-formula><mml:math id="M167" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>
and  <inline-formula><mml:math id="M168" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula> for <inline-formula><mml:math id="M169" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and  <inline-formula><mml:math id="M170" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, but when the level of
linear damping increases to  <inline-formula><mml:math id="M171" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.4</mml:mn></mml:mrow></mml:math></inline-formula>, jumps no longer exist. Nonlinear
viscous damping can also take into account the known jumping phenomenon in
the presence of nonlinear stiffness of the elastic support of the rotor. In
Figs. 10–13, jumps disappear when <inline-formula><mml:math id="M172" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> increases from 0 to 0.2. A
compromise between the use of linear damping to eliminate the jumping
phenomena is in the overwhelming impact of nonlinear damping on the
vibration amplitude in high velocity areas.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6"><?xmltex \currentcnt{6}?><label>Figure 6</label><caption><p id="d1e5993">Dependence of the vibration amplitude <inline-formula><mml:math id="M173" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M174" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M175" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula>0.1 and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M176" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f06.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7"><?xmltex \currentcnt{7}?><label>Figure 7</label><caption><p id="d1e6042">Dependence of the moment of force transmissibility of the system <inline-formula><mml:math id="M177" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M178" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M179" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M180" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f07.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8"><?xmltex \currentcnt{8}?><label>Figure 8</label><caption><p id="d1e6094">Dependence of the vibration amplitude <inline-formula><mml:math id="M181" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M182" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness coefficient of the support <inline-formula><mml:math id="M183" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and at different values of the coefficient of linear viscous damping   <inline-formula><mml:math id="M184" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f08.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9"><?xmltex \currentcnt{9}?><label>Figure 9</label><caption><p id="d1e6145">Dependence of the moment of force transmissibility of the system <inline-formula><mml:math id="M185" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M186" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness of the support <inline-formula><mml:math id="M187" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and at different values of the coefficient of linear viscous damping <inline-formula><mml:math id="M188" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f09.png"/>

      </fig>

      <?pagebreak page535?><p id="d1e6194">In non-resonance area, where <inline-formula><mml:math id="M189" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, linear damping <inline-formula><mml:math id="M190" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and
cubic nonlinear damping <inline-formula><mml:math id="M191" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> have virtually no impact on the ability to
the isolator absolute displacement. Derivatives <inline-formula><mml:math id="M192" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M193" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:math></inline-formula> moment of force
transferability of the system <inline-formula><mml:math id="M194" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> weakly depends on <inline-formula><mml:math id="M195" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math id="M196" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. In the resonance area, where <inline-formula><mml:math id="M197" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, an increase
in either linear damping <inline-formula><mml:math id="M198" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> or cubic
nonlinear damping <inline-formula><mml:math id="M199" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> can significantly suppress ability to
absolute displacement. Derivatives <inline-formula><mml:math id="M200" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math id="M201" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, with an increase in <inline-formula><mml:math id="M202" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math id="M203" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, the moment of force transmissibility of the system <inline-formula><mml:math id="M204" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula>
decreases. In high velocity area of, where <inline-formula><mml:math id="M205" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≻</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, an increase in
the linear damping <inline-formula><mml:math id="M206" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> does not affect the ability to the isolator
absolute displacement. Derivative <inline-formula><mml:math id="M207" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:math></inline-formula>
the moment of force transmissibility of the system <inline-formula><mml:math id="M208" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> remains almost
unchanged, an increase in the cubic nonlinear damping <inline-formula><mml:math id="M209" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>
may slightly reduce the ability to relative displacement and an increase in
ability to absolute displacement and the moment of force transmissibility of
the system <inline-formula><mml:math id="M210" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula>, i.e <inline-formula><mml:math id="M211" display="inline"><mml:mrow><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="italic">γ</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>≻</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10"><?xmltex \currentcnt{10}?><label>Figure 10</label><caption><p id="d1e6530">Dependence of the vibration amplitude A on the rotor velocity <inline-formula><mml:math id="M212" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness coefficient of the support <inline-formula><mml:math id="M213" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.05</mml:mn></mml:mrow></mml:math></inline-formula> and at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M214" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M215" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f10.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11"><?xmltex \currentcnt{11}?><label>Figure 11</label><caption><p id="d1e6590">Dependence of the moment of force transmissibility of the system <inline-formula><mml:math id="M216" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M217" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness coefficient of the support <inline-formula><mml:math id="M218" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.05</mml:mn></mml:mrow></mml:math></inline-formula> at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M219" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M220" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f11.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F12"><?xmltex \currentcnt{12}?><label>Figure 12</label><caption><p id="d1e6656">Dependence of the vibration amplitude <inline-formula><mml:math id="M221" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M222" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness coefficient of the support <inline-formula><mml:math id="M223" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M224" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M225" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f12.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F13"><?xmltex \currentcnt{13}?><label>Figure 13</label><caption><p id="d1e6722">Dependence of the moment of force transmissibility of the system <inline-formula><mml:math id="M226" display="inline"><mml:mi mathvariant="italic">γ</mml:mi></mml:math></inline-formula> on the rotor velocity <inline-formula><mml:math id="M227" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with nonlinear stiffness coefficient of the support <inline-formula><mml:math id="M228" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M229" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and various values of nonlinear viscous damping coefficient <inline-formula><mml:math id="M230" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f13.png"/>

      </fig>

      <p id="d1e6786">Diagrams for study of the phase-frequency characteristic of the rotor are
shown in Figs. 14–17. When plotting the diagrams, the properties of the
arctangent function were used. These diagrams show that in case of linear
stiffness of the support, a rotation of the vibration phase occurs when
passing through the critical velocity, i.e. when <inline-formula><mml:math id="M231" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula>1 (Figs. 14–17), and in case of a nonlinear component of stiffness of the support, a
rotation of the vibration phase is observed in a phenomenon of the amplitude
jump, in Figs. 16–17 this corresponds to the shaft velocity <inline-formula><mml:math id="M232" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.6</mml:mn></mml:mrow></mml:math></inline-formula>. The joint impact of the linear and nonlinear components of the
support damping essentially eliminates the jump phenomenon, which indicates
the rotation
of the vibration phase when the shaft velocity is close to the critical one,
i.e. if <inline-formula><mml:math id="M233" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> (Fig. 17), as in the case of only linear
stiffness of the support (Figs. 14–15).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F14"><?xmltex \currentcnt{14}?><label>Figure 14</label><caption><p id="d1e6826">Dependence of the vibration phase <inline-formula><mml:math id="M234" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> on the rotor speed <inline-formula><mml:math id="M235" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at different values of the coefficient of linear viscous damping <inline-formula><mml:math id="M236" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f14.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F15"><?xmltex \currentcnt{15}?><label>Figure 15</label><caption><p id="d1e6862">Dependence of the vibration phase <inline-formula><mml:math id="M237" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> on the rotor speed <inline-formula><mml:math id="M238" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with linear stiffness of the support and at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M239" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and different values of the nonlinear viscous damping coefficient <inline-formula><mml:math id="M240" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f15.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F16"><?xmltex \currentcnt{16}?><label>Figure 16</label><caption><p id="d1e6913">Dependence of the vibration phase <inline-formula><mml:math id="M241" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> on the rotor speed <inline-formula><mml:math id="M242" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with coefficient of non-linear stiffness of the support <inline-formula><mml:math id="M243" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and at different values of the coefficient of linear viscous damping <inline-formula><mml:math id="M244" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f16.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F17"><?xmltex \currentcnt{17}?><label>Figure 17</label><caption><p id="d1e6964">Dependence of the vibration phase <inline-formula><mml:math id="M245" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> on the rotor speed <inline-formula><mml:math id="M246" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> with coefficient of non-linear stiffness of the support <inline-formula><mml:math id="M247" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and at value of the coefficient of linear viscous damping <inline-formula><mml:math id="M248" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and different values of the nonlinear viscous damping coefficient <inline-formula><mml:math id="M249" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f17.png"/>

      </fig>

      <p id="d1e7029">The results of numerical solutions of the equations of motio (13) and (14)
of a rotor system with nonlinear rigidity with the output of the
<inline-formula><mml:math id="M250" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mi>A</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> dependence for the parameters: <inline-formula><mml:math id="M251" display="inline"><mml:mrow><mml:mi>l</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.88</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M252" display="inline"><mml:mrow><mml:mi>P</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.012</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M253" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi>p</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.19</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M254" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M255" display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M256" display="inline"><mml:mrow><mml:mi mathvariant="italic">ε</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.91</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M257" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.19</mml:mn></mml:mrow></mml:math></inline-formula> are shown in
Figs. 18 and 19. A comparison of the graphs in Figs. 18 and 19 shows that
nonlinear damping of the elastic support significantly suppresses the main
resonant amplitude at <inline-formula><mml:math id="M258" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1.57</mml:mn></mml:mrow></mml:math></inline-formula> and completely eliminates the
height of the vibration amplitude in the region of the rotation speed
<inline-formula><mml:math id="M259" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">1.178</mml:mn></mml:mrow></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F18"><?xmltex \currentcnt{18}?><label>Figure 18</label><caption><p id="d1e7176">Amplitude response of oscillations at <inline-formula><mml:math id="M260" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.075</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M261" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M262" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=184.942913pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f18.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F19"><?xmltex \currentcnt{19}?><label>Figure 19</label><caption><p id="d1e7241">Amplitude response of oscillations at <inline-formula><mml:math id="M263" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.075</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M264" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.09</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M265" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi mathvariant="italic">μ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">18</mml:mn></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=184.942913pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f19.png"/>

      </fig>

</sec>
<?pagebreak page536?><sec id="Ch1.S5">
  <label>5</label><title>Motion stability</title>
      <p id="d1e7317">Consider motion stability using an approximate theory (Iskakov, 2018b;
Iskakov, 2019; Van Dooren, 1971). The geometric location of the points at
which the amplitude curves for the oscillations of the principal resonance
have vertical tangents is determined by the equation
          <disp-formula id="Ch1.E38" content-type="numbered"><label>38</label><mml:math id="M266" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mi>A</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        In accordance with Eq. (20), equality takes place
          <disp-formula id="Ch1.E39" content-type="numbered"><label>39</label><mml:math id="M267" display="block"><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>,</mml:mo><mml:mi>a</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mfenced close="" open="["><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">75</mml:mn><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>+</mml:mo><mml:mfenced open="" close="]"><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">75</mml:mn><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Differentiated the last Eq. (39) in frequency, obtaining
          <disp-formula id="Ch1.E40" content-type="numbered"><label>40</label><mml:math id="M268" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>A</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>A</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        It follows that
          <disp-formula id="Ch1.E41" content-type="numbered"><label>41</label><mml:math id="M269" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>A</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>A</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Condition (36) is approximately satisfied subject to the equality
          <disp-formula id="Ch1.E42" content-type="numbered"><label>42</label><mml:math id="M270" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>A</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Equality (42) with allowance for (39) leads to the equation
          <disp-formula id="Ch1.E43" content-type="numbered"><label>43</label><mml:math id="M271" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mfenced open="(" close=")"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">9</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mo>+</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">9</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        Equation (43) describes the boundary curves of the stability region for
oscillations at the principal resonance frequency. Therefore, the
geometrical location of the points at which the amplitude curves have
vertical tangents determine the<?pagebreak page537?> boundaries of the stability region (Iskakov,
2018b, 2019; Van Dooren, 1971).</p>
      <p id="d1e7753">The solutions of Eq. (43) have the form
          <disp-formula id="Ch1.E44" content-type="numbered"><label>44</label><mml:math id="M272" display="block"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">8</mml:mn><mml:mn mathvariant="normal">9</mml:mn></mml:mfrac></mml:mstyle></mml:mstyle><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:msubsup><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mo>∓</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:msup><mml:mfenced close="]" open="["><mml:mrow><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">8</mml:mn><mml:mn mathvariant="normal">9</mml:mn></mml:mfrac></mml:mstyle></mml:mstyle><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:msubsup><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mo>-</mml:mo><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">16</mml:mn><mml:mn mathvariant="normal">27</mml:mn></mml:mfrac></mml:mstyle></mml:mstyle><mml:mstyle displaystyle="false"><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:mi mathvariant="italic">μ</mml:mi><mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:msubsup><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msubsup><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mstyle></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced><mml:mstyle scriptlevel="+1"><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle></mml:msup></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced><mml:mstyle scriptlevel="+1"><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Equation (43) have real roots (44) under the condition
          <disp-formula id="Ch1.Ex4"><mml:math id="M273" display="block"><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msup><mml:mfenced close="}" open="{"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">8</mml:mn><mml:mn mathvariant="normal">9</mml:mn></mml:mfrac></mml:mstyle><mml:mfenced open="[" close="]"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mo>≻</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">16</mml:mn><mml:mn mathvariant="normal">27</mml:mn></mml:mfrac></mml:mstyle><mml:mfenced open="[" close="]"><mml:mrow><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mi mathvariant="italic">μ</mml:mi><mml:msub><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        where
          <disp-formula id="Ch1.Ex5"><mml:math id="M274" display="block"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:mfenced><mml:mo>≻</mml:mo><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The results of calculations by the formula (44) for a rotor system with the
support of cubic non-linear stiffness under the influence of linear and
non-linear damping of the support are shown in Figs. 20 to 21. Figure 20
were given the boundaries of the instability region of an oscillatory system
with non-linear stiffness <inline-formula><mml:math id="M275" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula> depending on the rotation velocity
<inline-formula><mml:math id="M276" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> for different values of the linear damping coefficient <inline-formula><mml:math id="M277" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>; 0.2; 0.4. A slight narrowing of the height of the
instability region is observed as the linear damping coefficient increases
from 0.1 to 0.4.</p>
      <?pagebreak page538?><p id="d1e8190">Figure 21 shows the boundaries of the instability region of an oscillatory
system with non-linear stiffness <inline-formula><mml:math id="M278" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula> depending on the rotation
velocity <inline-formula><mml:math id="M279" display="inline"><mml:mi mathvariant="normal">Ω</mml:mi></mml:math></inline-formula> for different values of the non-linear damping
coefficient <inline-formula><mml:math id="M280" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>; 0.01; 0.02. Here it was take that <inline-formula><mml:math id="M281" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>. This shows that with an increase the coefficient of
nonlinear damping <inline-formula><mml:math id="M282" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> from 0 to 0.02, not only the height of the
instability region decreases, but also its width.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F20"><?xmltex \currentcnt{20}?><label>Figure 20</label><caption><p id="d1e8259">The boundaries of the instability region for a system with a coefficient of non-linear stiffness of the support <inline-formula><mml:math id="M283" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula> and different values of linear viscous damping coefficient <inline-formula><mml:math id="M284" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f20.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F21"><?xmltex \currentcnt{21}?><label>Figure 21</label><caption><p id="d1e8296">The boundaries of the instability region for a system with a coefficient of non-linear stiffness of the support <inline-formula><mml:math id="M285" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula> with a linear viscous damping coefficient <inline-formula><mml:math id="M286" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula> and different values of non-linear viscous damping coefficient <inline-formula><mml:math id="M287" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f21.png"/>

      </fig>

</sec>
<sec id="Ch1.S6">
  <label>6</label><title>The dynamics of the experimental rotor</title>
      <p id="d1e8354">Experimental studies of an effect of the support material on dynamics of the
centrifugal gyroscopic rotor were carried out on a test unit which is
generally shown in Fig. 22, and a flow chart with all measuring instruments
is shown in Fig. 23.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F22"><?xmltex \currentcnt{22}?><label>Figure 22</label><caption><p id="d1e8359">Test Unit Overview: 1 – centrifuge with rotor, 2 – <inline-formula><mml:math id="M288" display="inline"><mml:mi>F</mml:mi></mml:math></inline-formula> 5034 frequency meter, 3 – <inline-formula><mml:math id="M289" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> 043.1 electromagnetic oscillograph, 4 – Topaz-3 DC amplifier, 5 – amplifier UT-4 AC amplifier, 6 – Agate power supply.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f22.png"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F23"><?xmltex \currentcnt{23}?><label>Figure 23</label><caption><p id="d1e8384">Experimental installation flowchart.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f23.png"/>

      </fig>

      <p id="d1e8394">The unit consists of an electrically powered rotor, a channel for measuring
and recording the precession motion performance, a channel for measuring and
recording the rotor shaft speed, a channel for measuring and recording
current in driven electric motor.</p>
      <p id="d1e8397">The rotor to be studied is made in form of a cylindrical cup made of
duralumin D 16 T with a top transparent PMMA cover. Distance between
supports <inline-formula><mml:math id="M290" display="inline"><mml:mrow><mml:msub><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.33</mml:mn></mml:mrow></mml:math></inline-formula> m, distance from the bottom support to the cup center
<inline-formula><mml:math id="M291" display="inline"><mml:mrow><mml:mi>L</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.52</mml:mn></mml:mrow></mml:math></inline-formula> m, eccentricity <inline-formula><mml:math id="M292" display="inline"><mml:mrow><mml:mi>e</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m, cup mass <inline-formula><mml:math id="M293" display="inline"><mml:mrow><mml:mi>m</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:math></inline-formula> kg, cup weight
<inline-formula><mml:math id="M294" display="inline"><mml:mrow><mml:mi>G</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">29.4</mml:mn></mml:mrow></mml:math></inline-formula> N, the rubber support rigidity coefficient <inline-formula><mml:math id="M295" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> N m<inline-formula><mml:math id="M296" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. The rotor is mounted on the upper cone part of the shaft inside the
centrifuge (1).</p>
      <p id="d1e8508">The unit uses an electromagnetic speed sensor, voltage pulses from which are
fed to an input of frequency meter <inline-formula><mml:math id="M297" display="inline"><mml:mi>F</mml:mi></mml:math></inline-formula> 5034 (2) and/or to one of the channels
of the electromagnetic oscillograph <inline-formula><mml:math id="M298" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> 043.1 (3).</p>
      <p id="d1e8525">Strain-gauge and variable inductance transducers of displacement were used
to record precession motion performance. Transducers are coupled by a
half-bridge circuit and are connected to an input of Topaz-3 (4) amplifier.
Offset voltage of the bridge between a movable rotor and variable inductance
transducer of displacement is fed to the input of UT-4 (5) amplifier and
from its output to <inline-formula><mml:math id="M299" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> 043.1 (3) oscilloscope. Supply voltage of Topaz-3 and
UT-4 is produced by Agate (6) power supply unit.</p>
      <p id="d1e8535">To measure current intensity in circuit of the driving motor, compensation
method was used since the capacity<?pagebreak page539?> variations to be determined are much less
than the primary engine capacity.</p>
      <p id="d1e8538">Dynamic performance of the rotor motion and parameters of interaction with
the driving motor were read according to the following procedure.</p>
      <p id="d1e8542">According to the results of measuring the amplitude of signals received in <inline-formula><mml:math id="M300" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> 043.1 (3) oscilloscope, from the strain resistor and inductive sensors
through Topaz-3 (4) and UT-4 amplifiers (5), respectively, and according to
the readings of <inline-formula><mml:math id="M301" display="inline"><mml:mi>F</mml:mi></mml:math></inline-formula> 5034 (2) frequency meter, the amplitude-frequency
performance of oscillations of the experimental rotor was read.</p>
      <p id="d1e8559">Sensitivity and stability of amplifier channels was monitored and precession
performance was recorded before and after each experiment by displacing the
rotor shaft from an equilibrium position towards the sensor using a pusher
with a distance meter. Value of voltage applied to the motor from LATR-1M
laboratory autotransformer was recorded at all shaft velocities.</p>
      <p id="d1e8562">Along with determination of the rotor oscillation amplitude and the shaft
velocity, the current in the circuit of the motor was recorded by <inline-formula><mml:math id="M302" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> 043.1
oscilloscope.</p>
      <p id="d1e8572">The above operations were repeated at different damping of upper elastic
support and values of radial clearance of bearing. Changing in damping was
achieved by installing the PTFE support material in one case, and the soft
rubber support material in another one. Changing in radial clearance was
carried out by changing the bearings. Dynamic values of the rotor motion
were compared for two limiting options of these parameters – a
fluoroplastic support and bearings with 0.1 mm clearance in one case and a
soft rubber elastic support and bearings with 0.01 mm clearance in another
one.</p>
      <p id="d1e8575">As can be seen from the above, the measured values were amplitude and
frequency of the rotor precession, shaft speed, voltage and current in the
driving motor circuit.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F24"><?xmltex \currentcnt{24}?><label>Figure 24</label><caption><p id="d1e8581">Amplitude-frequency characteristic of the centrifugal rotor in different versions of the support material.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f24.png"/>

      </fig>

      <p id="d1e8590">Amplitude-frequency characteristics of the rotor measured for cases of
fluoroplastic support, bearings with a clearance of 0.1 mm and a rubber
support, bearings with a clearance of 0.01 mm are shown in Fig. 24. Similar
curves were previously
obtained respectively in the papers by Kelzon and Pryadilov (1965), Tuleshov (1987). Comparison of the amplitude-frequency characteristic curves shows
that the replacement of the fluoroplastic material of the support with
rubber damps a resonance curve of the main harmonic in the area of the
critical velocity <inline-formula><mml:math id="M303" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">68</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M304" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and in the high-velocity
area up to the rotation velocity <inline-formula><mml:math id="M305" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">284</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M306" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, completely
suppresses a significant elevation of the vibration amplitude in the area of
the rotation velocity <inline-formula><mml:math id="M307" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">600</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M308" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. It describes a
previously undetected peak of much smaller amplitude (relative to the above
one) in the area of the rotation velocity of <inline-formula><mml:math id="M309" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">300</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M310" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p>
      <p id="d1e8690">Zones of higher vibration amplitudes are not related to a coincidence of the
shaft velocity with one of the rotor eigenfrequencies, but are related to
the ripple frequency of power in the electric motor because of the limited
energy source power. The presence of modes of coupled vibrations of power
and precession amplitude (Felix et al., 2015; Tuleshov, 1987), at
frequencies that are multiples of the frequency of the alternating component
of the actuating moment (628 s<inline-formula><mml:math id="M311" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) can be, along with the nonlinearity
of the system itself, also due to the presence of subharmonics in the time
law of the supply voltage change. The results of the experimental works
qualitatively correspond to the results of theoretical studies of the impact
of nonlinear damping on the amplitude-frequency characteristic of the rotor,
carried out in the absence of nonlinear stiffness of the elastic support.</p>
      <p id="d1e8705">Figure 25 presents a dependence of the angular shaft velocity on the tension
applied during acceleration and braking of the engine. The obtained
dependence indicates the quadratic character of an increase in losses in the
engine with an increase in its power, which is consistent with (Vishnevsky,
1955). Significant deviation from this law when accelerating the rotor in
the range of angular velocities 550 s<inline-formula><mml:math id="M312" display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:mo>≺</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">700</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M313" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and
when braking in the range 400 s<inline-formula><mml:math id="M314" display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:mo>≺</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">600</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M315" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> indicates
the development of a process of consuming additional power from the engine
(Kelzon and Pryadilov, 1965). This explains the significant elevation of
the vibration amplitude in the range of angular velocities 550 s<inline-formula><mml:math id="M316" display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:mo>≺</mml:mo><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>≺</mml:mo><mml:mn mathvariant="normal">700</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M317" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (Fig. 24).</p>
      <?pagebreak page540?><p id="d1e8808">Swinging of the centrifugal rotor by torsional vibrations occurs due to the
cyclicity of the instantaneous power in the engine when powered from the AC
network, i.e., there is a phenomenon of capture on a ripple frequency of the
engine power. When replacing the support material with rubber, the movement
of an area of increased amplitudes to the area of the shaft velocity value
<inline-formula><mml:math id="M318" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">300</mml:mn></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math id="M319" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> is associated with the development of
parametric vibrations in which the most noticeable response is at a
frequency twice as low as a frequency of the exciting force (Tondl, 1971).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F25"><?xmltex \currentcnt{25}?><label>Figure 25</label><caption><p id="d1e8838">Dependence of the shaft velocity on the tension applied to the engine in case of the fluoroplastic material of the rotor support.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f25.png"/>

      </fig>

      <p id="d1e8847">Thus, selecting the values of the stiffness coefficient <inline-formula><mml:math id="M320" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>, the linear damping
coefficient <inline-formula><mml:math id="M321" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and the coefficient of nonlinear cubic
damping <inline-formula><mml:math id="M322" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> of the support, it is possible to create such an
elastic support that would have simultaneously a restoring and damping
impact on the resonance amplitude and enable the rotor to pass painlessly
through the critical velocity. The restoring and damping properties of the
support are the principle of operation of the centrifuge elastic support,
which operates based on a gyroscopic rotor, for which the Kazakhstan patent
of invention was obtained (Iskakov and Kunelbayev, 2018).</p>
      <p id="d1e8885">The invention is illustrated by drawings in Fig. 26. In Fig. 26, the
driving electric motor (4) with the power take-off shaft (5) is strengthened on
the platform (3) by means of the cylindrical ring (1) and the brackets (2). The
electric motor shaft is connected to the power take-off shaft by a transient
coupling (6). The driving electric motor with a power take-off shaft is
attached to the frame by a lower hinge (7) and an upper spring (8) and rubber (9)
elastic supports. A cylindrical vessel (10) is mounted on the upper conical
part of the shaft (5) and is held on the shaft (5) by a lock nut (11). The
cylindrical vessel has an internal lining (12) and is closed on top with a
transparent cover (13). To measure characteristics of the precessional
movement, the displacement sensors (14) are installed on the bracket (2),
connected to the control device by wires (15), (16) and (17). To measure the shaft
velocity (5), a magnetoelectric velocity sensor (18) is used, connected by wires
(19) and (20) to the recording device in the control apparatus. The rotor
velocity in the operating modes is set by the power source voltage
regulator.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F26"><?xmltex \currentcnt{26}?><label>Figure 26</label><caption><p id="d1e8890">Gyroscopic rotor based centrifuge.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/10/529/2019/ms-10-529-2019-f26.png"/>

      </fig>

      <p id="d1e8899">The electric motor is powered by wires (21) and (22). The shaft precession
amplitude for the operating velocity and at full fill with liquid is
regulated by tightening the spring of the upper elastic support (8) with the
help of a nut (23), depending on the production process and product quality
requirements. In this case, a rubber nozzle of the lower elastic support (9)
is selected in such a way that the value of the vibration isolation
coefficient (moment of force transmissibility of the system) of a special
resin or rubber material is acceptable for safe passage through the critical
velocity in case of determining the operating velocity beyond the critical
velocity.</p>
</sec>
<sec id="Ch1.S7" sec-type="conclusions">
  <label>7</label><title>Conclusions</title>
      <p id="d1e8910">The following conclusions can be drawn based on the analysis and discussion
of the research results:</p>
      <p id="d1e8913">The impact of an elastic bearing material with linear viscous damping and
with cubic non-linear viscous damping on<?pagebreak page541?> non-linear vibrations of a vertical
hard gyroscopic rotor was studied, taking into account the non-linear
stiffness of the elastic support.</p>
      <p id="d1e8916">The equations of motion of the rotor were composed based on the Lagrange's
Equations of Second Kind, which were reduced to a dimensionless form.</p>
      <p id="d1e8919">The equations of motion of the rotor were solved by the harmonic balance
method, and the expressions of amplitude-frequency and phase-frequency
characteristics of the fundamental harmonic and the expression for
determining the moment of force transmissibility of the system were
obtained.</p>
      <p id="d1e8923">Researches of the amplitude-frequency characteristic depending on the
coefficient of linear viscous damping and nonlinear viscous cubic damping of
the elastic support showed that both linear and nonlinear cubic damping
significantly suppresses the resonance amplitude of the fundamental
harmonic, eliminate jumping effect of the nonlinear system.</p>
      <p id="d1e8926">In non-resonance areas, an impact of linear damping on the vibration
amplitude is very weak and negligible, and nonlinear cubic damping in an
area where the velocity is many times greater than its critical value can
slightly suppress the amplitude of the rotor vibrations and, therefore, only
nonlinear damping can maintain performance of the vibration isolator
throughout the entire range of the rotor velocity.</p>
      <p id="d1e8929">The research results were used when preparing an application for a patent
for invention of a gyroscopic rotor based centrifuge to develop a
description, abstract and claims. The invented centrifuge can be used in
pharmaceutical and food industries to effectively intensify the mixing of
suspensions of medicinal herbs, dairy and cultured milk products, other
liquid food products throughout the volume of a container due to controlled
precession.</p><?xmltex \hack{\newpage}?>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability"><title>Data availability</title>

      <p id="d1e8937">Our main research results prior to this publication are
stored in the following public data repositories:
<ext-link xlink:href="https://doi.org/10.6567/IFToMM.14TH.WC.OS14.001" ext-link-type="DOI">10.6567/IFToMM.14TH.WC.OS14.001</ext-link> (Iskakov, 2015), <uri>http://www.proceedings.com/36097.html</uri> (Iskakov, 2015), <ext-link xlink:href="https://doi.org/10.1007/978-3-319-45450-4" ext-link-type="DOI">10.1007/978-3-319-45450-4</ext-link> (Iskakov, 2017a), <uri>http://iftomm.net/images/Documents/ConferenceProceedings/ISMMS2017_Proceedings.compressed.pdf</uri> (Iskakov, 2017b), <uri>https://mes2018.aua.am/wp-content/uploads/2019/03/rus.pdf</uri> (Iskakov, 2018),
<ext-link xlink:href="https://doi.org/10.12955/cbup.v6.1319" ext-link-type="DOI">10.12955/cbup.v6.1319</ext-link> (Iskakov, 2018a), <ext-link xlink:href="https://doi.org/10.1007/978-3-030-20131-9" ext-link-type="DOI">10.1007/978-3-030-20131-9</ext-link> (Iskakov, 2019).</p>
  </notes><?xmltex \hack{\clearpage}?><app-group>

<?pagebreak page542?><app id="App1.Ch1.S1">
  <?xmltex \currentcnt{A}?><label>Appendix A</label><title> </title>
      <p id="d1e8973"><table-wrap id="Taba" position="anchor"><oasis:table frame="top"><oasis:tgroup cols="1">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Nomenclature</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M323" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> vibration amplitude, rad</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M324" display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="italic">τ</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> amplitude of the moment of transmitted force, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M325" display="inline"><mml:mrow><mml:mi>e</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> linear eccentricity, m</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M326" display="inline"><mml:mrow><mml:mi>G</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> disc weight, N</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M327" display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> nominal thickness of the disc, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M328" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> polar moment of inertia, kg m<inline-formula><mml:math id="M329" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M330" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">P</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> polar moment of inertia, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M331" display="inline"><mml:mrow><mml:msub><mml:mi>I</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> transverse moment of inertia, kg m<inline-formula><mml:math id="M332" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M333" display="inline"><mml:mrow><mml:msub><mml:mover accent="true"><mml:mi>I</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mi mathvariant="normal">T</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> transverse moment of inertia, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M334" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of linear stiffness, N m<inline-formula><mml:math id="M335" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M336" display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of nonlinear stiffness, N m<inline-formula><mml:math id="M337" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M338" display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of nonlinear stiffness, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M339" display="inline"><mml:mrow><mml:msub><mml:mi>l</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> distance between supports, m</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M340" display="inline"><mml:mrow><mml:mi>L</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> shaft length, m</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M341" display="inline"><mml:mrow><mml:mi>m</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> disc mass, kg</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M342" display="inline"><mml:mrow><mml:mi>M</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> amplitude of the resultant moment, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M343" display="inline"><mml:mrow><mml:mi mathvariant="italic">α</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> vibration phase, <inline-formula><mml:math id="M344" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M345" display="inline"><mml:mrow><mml:mi mathvariant="italic">γ</mml:mi><mml:mspace linebreak="nobreak" width="1em"/><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> moment of force transmissibility, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M346" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> angles, rad</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M347" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of linear viscous damping, N ms rad<inline-formula><mml:math id="M348" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M349" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of linear viscous damping, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M350" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mrow><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of nonlinear cubic viscous damping, N ms<inline-formula><mml:math id="M351" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula> rad<inline-formula><mml:math id="M352" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M353" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> coefficient of nonlinear cubic viscous damping, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M354" display="inline"><mml:mrow><mml:mi mathvariant="italic">ω</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> shaft speed, rad s<inline-formula><mml:math id="M355" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M356" display="inline"><mml:mrow><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> shaft speed, dimensionless</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M357" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> critical speed, rad s<inline-formula><mml:math id="M358" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap></p><?xmltex \hack{\clearpage}?>
</app>
  </app-group><notes notes-type="authorcontribution"><title>Author contributions</title>

      <p id="d1e9556">ZI set a study objectives, formed differential
equations of motion, worked on solution of differential equations of motion,
prepared an analysis of the research results and a manuscript for the
presentation. KB worked on numerical solution of differential equation of
motion and participated in the analysis of the study results.</p>
  </notes><notes notes-type="competinginterests"><title>Competing interests</title>

      <p id="d1e9562">The authors declare that they have no conflict of interest.</p>
  </notes><notes notes-type="financialsupport"><title>Financial support</title>

      <p id="d1e9569">This research has been supported by the The research work was funded by Ministry of Education and Science Republic of Kazakhstan on the basis of the Grant Financing of Scientific Research (grant no. 2263/GF4).</p>
  </notes><notes notes-type="reviewstatement"><title>Review statement</title>

      <p id="d1e9575">This paper was edited by Jahangir Rastegar and reviewed by Madan Lal Chandravanshi and one anonymous referee.</p>
  </notes><ref-list>
    <title>References</title>

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    <!--<article-title-html>The nonlinear vibrations of a vertical hard gyroscopic rotor with nonlinear characteristics</article-title-html>
<abstract-html><p>The paper considers an impact of viscous linear and cubic
nonlinear damping of the elastic support on nonlinear vibrations of a
vertical hard gyroscopic unbalanced rotor, taking into account nonlinear
stiffness of the support material. Analyzing the research results shows that
linear and cubic nonlinear damping can significantly suppress the resonance
peak of the fundamental harmonic, eliminate the jumping phenomena of the
nonlinear system. In non-resonance areas where the velocity is higher than
the critical one, cubic nonlinear damping, unlike linear one, can slightly
suppress amplitude of the rotor vibration. Therefore, in the high-velocity
area, only nonlinear damping can maintain performance of a vibration
isolator. In resonance area, an increase in linear or cubic nonlinear
damping significantly suppresses the ability to absolute displacement. In
non-resonance area, where the rotational velocity is lower than the critical
one, they have almost no impact on ability to absolute displacement. In high
velocity area, an increase in nonlinear damping may slightly increase the
moment of force transmissibility, but linear damping has almost no impact on
it. The obtained results can be successfully used to produce passive
vibration isolators used for damping the vibrations of rotary machines,
including gyroscopic ones.</p></abstract-html>
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