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<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-12-85-2021</article-id><title-group><article-title>A modal-based balancing method for a<?xmltex \hack{\break}?> high-speed rotor without trial weights</article-title><alt-title>A modal-based balancing method for a high-speed rotor without trial weights</alt-title>
      </title-group><?xmltex \runningtitle{A modal-based balancing method for a high-speed rotor without trial weights}?><?xmltex \runningauthor{Y. Zhang et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Zhang</surname><given-names>Yun</given-names></name>
          <email>yunzhang@xidian.edu.cn</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Li</surname><given-names>Meng</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Yao</surname><given-names>Hongzhi</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Gou</surname><given-names>Yanjie</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Wang</surname><given-names>Xiaoyu</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>School of Mechano-Electronic Engineering, Xidian University, Xi'an,
710071, China</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Shaanxi Applied Physics-Chemistry Research Institute, Xi'an, 710061,
China</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Yun Zhang (yunzhang@xidian.edu.cn)</corresp></author-notes><pub-date><day>4</day><month>February</month><year>2021</year></pub-date>
      
      <volume>12</volume>
      <issue>1</issue>
      <fpage>85</fpage><lpage>96</lpage>
      <history>
        <date date-type="received"><day>9</day><month>September</month><year>2020</year></date>
           <date date-type="rev-recd"><day>9</day><month>December</month><year>2020</year></date>
           <date date-type="accepted"><day>11</day><month>December</month><year>2020</year></date>
      </history>
      <permissions>
        <copyright-statement>Copyright: © 2021 Yun Zhang et al.</copyright-statement>
        <copyright-year>2021</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/12/85/2021/ms-12-85-2021.html">This article is available from https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021.html</self-uri><self-uri xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021.pdf">The full text article is available as a PDF file from https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021.pdf</self-uri>
      <abstract><title>Abstract</title>
    <p id="d1e122">The unbalance-induced vibration of a high-speed rotor directly affects the manufacturing accuracy. To effectively suppress this
undesired vibration and avoid the complicated process of using trial weights
during the balancing adjustment, a modal-based balancing method for a high-speed rotor without trial weights is proposed. First, the matrix sweep
operation is employed to acquire the unbalance equivalent plane (EP). Next, the equivalent concentration methods, using the vector feedback principle (VFP) and modal equivalent principle (MEP), respectively, are studied and compared, while the equivalent transfer of the continuous unbalance vector to the EP is realized. Then, through modal analysis and the MEP, a balancing method, without trial weights required, is proposed for the high-speed rotor, which only needs to collect vibration data below critical speed. Finally, the rotor model and
the presented method are validated on a rotor test platform, where the simulation and experiment results show that the unbalance-induced vibration has been effectively suppressed, ensuring smooth and safe operation of the
rotor at high speed.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <label>1</label><title>Introduction</title>
      <p id="d1e134">High-speed rotating systems, as the driving source of cutting tools or actuators, are widely used in manufacturing equipment such as CNC machine
tools (Brecher et al., 2007), and their dynamic performance directly affects the manufacturing accuracy. A high-speed rotor is the core component of a typical
rotating system. Due to material anisotropy, installation eccentricity and other factors, the actual rotation axis of a rotor is usually not aligned
with its geometric axis, which induces unbalance and vibration when working
at high speed (Knowles et al., 2017). If the vibration exceeds a certain limit, the quality and efficiency of the rotation system will decrease,
resulting in the failure of the manufactured parts. Therefore, how to
suppress the unbalance-induced vibration becomes a key problem of the high-speed rotor system's application.</p>
      <p id="d1e137">There are two classic methods for balancing flexible rotors (Kellenberger,
1972; Kang et al., 1996; Foiles et al., 1998; Xu et al., 2001): the influence coefficient (IC) method and the modal balancing (MB) method. Regarding the former, Zhou et al. (2004) presented an active balancing method of the rotor system
during acceleration, which relies on the ICs at different speeds. Xu and Fan (2013) analysed the vibration form of a rigid rotor under unbalance inertia force: the amplitude and phase of the unbalance-induced vibration signal are obtained based on the principle of the
cross-correlation method. Chu et al. (2018) introduced the system-level balancing method, where the IC approach is applied to solve the
problem of excessive floor panel vibration. In the case of the MB method, Han (2007) aimed at the new generalized modal balancing for non-isotropic rotor systems, which uses the derived unbalance modal responses from the
complete modal analysis. Deepthikumar et al. (2013)
described the eccentricity distribution of the finite-element model by a polynomial curve and estimated the unbalance distributions based on the MB principle and the measured vibration responses; then, the rotor is balanced
at its first bending critical speed. Since the above two methods have their
own advantages and disadvantages, scholars try to integrate the advantages
of the two methods and put forward a unified balancing method (Darlow et al.,
1981; Kang et al., 1997). Khulief et<?pagebreak page86?> al. (2014a) developed a low-speed
unbalance identification method for high-speed rotors, which relies on the
knowledge of the ICs and the modal characteristics of the rotor. However,
these methods still need to use trial weights during the balancing process,
which complicates the operation of balancing and increases the cost.</p>
      <p id="d1e140">If the unbalance distribution of the rotor can be accurately identified,
without the need for trial weights, the balancing process will become simple
and safe. Thus, the balancing method without trial weights attracted research focus. Scholars have done a lot of work on such methods (Moton,
1985; Zhu and Wang, 1995; Xu et al., 2000; Delgado, 2002; El-Shafei et al., 2004). Ramlau and Niebsch (2009) described a new method for the detection
and reconstruction of imbalances in the rotor of a wind turbine, avoiding
test-weight measurements, while the wind turbine model can be used to predict the vibrations, given a specific imbalance distribution. Li et al. (2013) provided a new balancing method without trial weights for
flexible rotors, which is based on the traditional MB method and combines the dynamic characteristics of the rotor. Khulief et al. (2014b)
developed a hybrid experimental and analytical technique for balancing
high-speed flexible rotors: this approach does not rely on trial runs and does not require one to operate the supercritical rotor in a high-speed balancing
facility. Bin et al. (2014) developed a virtual dynamic balancing
methodology without trial weights and have validated it by solving a
shafting dynamic balancing example with no trial-weight requirements. Zhang et al. (2016) proposed a balancing method based on a virtual IC
matrix for flexible rotors without trial weights, and the validity of the
ICs is verified by an experiment on a rotor test rig. Wang et al. (2017) provided an efficient way, which is based on a novel measurement point
vector method, for rotor balancing without test runs and external
excitations, and only the measured unbalance response of the rotor shaft under steady-state operating conditions is needed. Ye et al. (2018)
proposed a balancing method without trial weights by using the dynamic
similitude scale model; this method could be used to directly obtain the required coefficients for the balancing problem of the prototype system
through a similarity model test.</p>
      <p id="d1e143">Although remarkable balancing effects are obtained by the aforementioned
approaches, there are still some issues worth further study, for example the optimization of unbalance correcting planes, the balancing realization based on the low-speed data collection, and efficiency
improvement of the balancing process. Moreover, in some methods, the constructed model is only used to obtain the virtual vibration IC, while the
characteristics of rotor dynamics are not taken into account. Aiming to
solve the problem at hand, the authors have devised a modal-based balancing method for a high-speed rotor, which makes full use of modal information of
the rotor to solve and correct the continuous unbalance vector. The
scientific contribution of this paper is the proposal of a non-trial-weight balancing method, which adapts to optimal selection of the equivalent
correcting plane and requires one only to collect vibration data below critical speed. The paper is structured into five sections. Following the
introduction, Sect. 2 includes the selection of the equivalent plane for correcting unbalance, and the equivalent transfer principle of
the continuous unbalance vector to the equivalent plane is presented. Based on this, a modal-based unbalance identification method is proposed. Section 3 analyses the effectiveness of the modal equivalent principle and the
proposed balancing method by numerical simulation. The experimental platform
is presented in Sect. 4 along with the experimental results and discussion. Lastly, the conclusions are given in Sect. 5.</p>
</sec>
<sec id="Ch1.S2">
  <label>2</label><title>Proposed balancing method</title>
<sec id="Ch1.S2.SS1">
  <label>2.1</label><title>Selection of equivalent plane</title>
      <p id="d1e161">In theory, the higher the number of unbalance correcting planes, the better the desired effect will be. However, when there are too many correcting
planes, the condition number of the corresponding IC matrix will get higher,
which eventually leads to unreasonable counterweight results. Therefore,
there is always at least one group of planes, called equivalent planes (EPs), which are able to produce an equivalent excitation effect to the one derived by all the correcting planes. The matrix sweep operation (MSO) can be used to obtain EPs in the unbalance problem. Suppose <inline-formula><mml:math id="M1" display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>(</mml:mo><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>N</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is a diagonal element in <inline-formula><mml:math id="M2" display="inline"><mml:mrow><mml:mi mathvariant="bold">A</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mi>N</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M3" display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, the MSO process from matrix
<inline-formula><mml:math id="M4" display="inline"><mml:mi mathvariant="bold">A</mml:mi></mml:math></inline-formula> to <inline-formula><mml:math id="M5" display="inline"><mml:mi mathvariant="bold">B</mml:mi></mml:math></inline-formula> with <inline-formula><mml:math id="M6" display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> as the pivot element can be expressed as <inline-formula><mml:math id="M7" display="inline"><mml:mrow><mml:mi mathvariant="bold">B</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="normal">MSO</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="bold">A</mml:mi><mml:mo>,</mml:mo><mml:mi>i</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, and each
element in matrix <inline-formula><mml:math id="M8" display="inline"><mml:mi mathvariant="bold">B</mml:mi></mml:math></inline-formula> can be expressed as
            <disp-formula id="Ch1.E1" content-type="numbered"><label>1</label><mml:math id="M9" display="block"><mml:mrow><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>b</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:msub><mml:mi>b</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>b</mml:mi><mml:mrow><mml:mi>j</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>j</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>j</mml:mi><mml:mo>≠</mml:mo><mml:mi>i</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mo>(</mml:mo><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>N</mml:mi><mml:mo>)</mml:mo><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>b</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>l</mml:mi></mml:mrow></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:mo>≠</mml:mo><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>l</mml:mi><mml:mo>≠</mml:mo><mml:mi>i</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mfenced close=")" open="("><mml:mrow><mml:mi>i</mml:mi><mml:mo>,</mml:mo><mml:mi>j</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>N</mml:mi></mml:mrow></mml:mfenced><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:math></disp-formula>
          If the maximum value of <inline-formula><mml:math id="M10" display="inline"><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is not less than the preset threshold value
<inline-formula><mml:math id="M11" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula>, the correcting planes described in matrix <inline-formula><mml:math id="M12" display="inline"><mml:mi mathvariant="bold">A</mml:mi></mml:math></inline-formula> can be
analysed successively through the MSO with the maximum value as the pivot element. In this process, the correcting plane with the smallest multicollinearity corresponding to the maximum value will always be selected first, while the
plane with strong multicollinearity will be excluded so as to achieve obtaining of the EPs. Based on this principle, suppose <inline-formula><mml:math id="M13" display="inline"><mml:mi mathvariant="bold">H</mml:mi></mml:math></inline-formula>
is the subscript set of diagonal elements after the MSO, while <inline-formula><mml:math id="M14" display="inline"><mml:mi mathvariant="bold">P</mml:mi></mml:math></inline-formula> is the set of other subscript elements.
<inline-formula><mml:math id="M15" display="inline"><mml:mi mathvariant="bold">A</mml:mi></mml:math></inline-formula> represents the matrix of ICs between different
correcting planes and unbalance vectors. The threshold value is considered to be <inline-formula><mml:math id="M16" display="inline"><mml:mrow><mml:mi mathvariant="italic">μ</mml:mi><mml:mo>=</mml:mo><mml:msqrt><mml:mi>N</mml:mi></mml:msqrt><mml:mi mathvariant="italic">σ</mml:mi><mml:mo>/</mml:mo><mml:mi>W</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M17" display="inline"><mml:mi mathvariant="italic">σ</mml:mi></mml:math></inline-formula> is the standard deviation and <inline-formula><mml:math id="M18" display="inline"><mml:mi>W</mml:mi></mml:math></inline-formula> is the maximum correction mass that can be applied. The basic
steps to derive the EPs of unbalance-correcting planes based on the MSO are as follows.
<list list-type="order"><list-item>
      <?pagebreak page87?><p id="d1e617">The values are initiated: <inline-formula><mml:math id="M19" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">H</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:mi mathvariant="normal">∅</mml:mi><mml:mo>,</mml:mo><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>N</mml:mi><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M20" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">A</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">A</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">A</mml:mi></mml:mrow></mml:math></inline-formula>; find <inline-formula><mml:math id="M21" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>∈</mml:mo><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> so that <inline-formula><mml:math id="M22" display="inline"><mml:mrow><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi>i</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msubsup></mml:mrow></mml:math></inline-formula>; if
<inline-formula><mml:math id="M23" display="inline"><mml:mrow><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi>i</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msubsup><mml:mo>≥</mml:mo><mml:mi mathvariant="italic">μ</mml:mi></mml:mrow></mml:math></inline-formula>, continue to step 1; otherwise, the algorithm
ends, while the EP does not exist.</p></list-item><list-item>
      <p id="d1e797">In step <inline-formula><mml:math id="M24" display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math id="M25" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">A</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:mi mathvariant="normal">MSO</mml:mi><mml:mo>(</mml:mo><mml:msup><mml:mi mathvariant="bold">A</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>,</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, (<inline-formula><mml:math id="M26" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo>∈</mml:mo><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, the subscript set is updated:
<inline-formula><mml:math id="M27" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">H</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">H</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>∪</mml:mo><mml:mo mathvariant="italic">{</mml:mo><mml:msub><mml:mi>i</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M28" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mo>-</mml:mo><mml:mo mathvariant="italic">{</mml:mo><mml:msub><mml:mi>i</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula>; find <inline-formula><mml:math id="M29" display="inline"><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:mo>∈</mml:mo><mml:msup><mml:mi mathvariant="bold">P</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> so that
<inline-formula><mml:math id="M30" display="inline"><mml:mrow><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:msub><mml:mi>i</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msubsup></mml:mrow></mml:math></inline-formula>; if <inline-formula><mml:math id="M31" display="inline"><mml:mrow><mml:msubsup><mml:mi>a</mml:mi><mml:mrow><mml:msub><mml:mi>i</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub><mml:msub><mml:mi>i</mml:mi><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msubsup><mml:mo>≥</mml:mo><mml:mi mathvariant="italic">μ</mml:mi></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M32" display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>≤</mml:mo><mml:mi>N</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, continue to the step <inline-formula><mml:math id="M33" display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> until <inline-formula><mml:math id="M34" display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo><mml:mi>N</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>; then, the algorithm ends, while the planes corresponding to the elements in set
<inline-formula><mml:math id="M35" display="inline"><mml:mi mathvariant="bold">H</mml:mi></mml:math></inline-formula> are EPs.</p></list-item></list></p>
      <p id="d1e1140">Based on the obtained EPs, the continuous unbalance vector can be corrected
using the traditional IC balancing method, which can be expressed as
            <disp-formula id="Ch1.E2" content-type="numbered"><label>2</label><mml:math id="M36" display="block"><mml:mrow><mml:mi mathvariant="bold-italic">W</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="bold">A</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M37" display="inline"><mml:mrow><mml:mi mathvariant="bold-italic">W</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>K</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the counterweight
vector on <inline-formula><mml:math id="M38" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> correcting planes, <inline-formula><mml:math id="M39" display="inline"><mml:mrow><mml:mi mathvariant="italic">δ</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>J</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the vibration response on <inline-formula><mml:math id="M40" display="inline"><mml:mi>J</mml:mi></mml:math></inline-formula> measuring
planes, and <inline-formula><mml:math id="M41" display="inline"><mml:mi mathvariant="bold">A</mml:mi></mml:math></inline-formula> is the IC matrix between the vibration response and the unbalance vector.</p>
      <p id="d1e1229">If <inline-formula><mml:math id="M42" display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>≤</mml:mo><mml:mi>J</mml:mi></mml:mrow></mml:math></inline-formula>, Eq. (2) has a unique solution or an optimized solution, and the continuous unbalance vector is directly corrected with a finite number of
correcting planes, which can be called the vector feedback principle (VFP). Based on this, the continuous unbalance vector is equivalently transferred
to the EP, producing the continuous unbalance correction without solving the unbalance forces on all nodes. However, the VFP does not consider the
modal characteristics of the rotor, while its dynamic balance effect will be
difficult to maintain near the critical speed. Therefore, it is necessary to
analyse the equivalent principle of the unbalance vector from the perspective of the modal shape.</p>
</sec>
<sec id="Ch1.S2.SS2">
  <label>2.2</label><title>Modal equivalent principle</title>
      <p id="d1e1252">As shown in Fig. 1, the dynamics model of the
rotor-bearing system can be divided into two parts, the finite-element model of the rotor and the one of the journal-bearing restraint. It is assumed that the FE model has <inline-formula><mml:math id="M43" display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula> nodes, while the <inline-formula><mml:math id="M44" display="inline"><mml:mrow><mml:mi>N</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> shaft segments can be assembled
by using the common finite-element procedure (Cao and Altintas, 2005; Zou et al., 2019). The radial displacement and rotation of a single element, in the
generalized coordinate system, can be expressed as <inline-formula><mml:math id="M45" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">δ</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msup><mml:mfenced close="}" open="{"><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:msub></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>, (<inline-formula><mml:math id="M46" display="inline"><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>N</mml:mi></mml:mrow></mml:math></inline-formula>), where <inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M48" display="inline"><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> are the displacements of the <inline-formula><mml:math id="M49" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M50" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> axes, respectively, while <inline-formula><mml:math id="M51" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mrow><mml:msub><mml:mi>y</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M52" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi>n</mml:mi></mml:msub></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> are the
rotation angles of the <inline-formula><mml:math id="M53" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M54" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> axes, respectively.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><?xmltex \currentcnt{1}?><?xmltex \def\figurename{Figure}?><label>Figure 1</label><caption><p id="d1e1436">Structural diagram of the rotor system.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f01.png"/>

        </fig>

      <p id="d1e1445">The dynamic differential equation of the rotor is described as
            <disp-formula id="Ch1.E3" content-type="numbered"><label>3</label><mml:math id="M55" display="block"><mml:mrow><mml:mi mathvariant="bold">M</mml:mi><mml:mover accent="true"><mml:mi mathvariant="italic">δ</mml:mi><mml:mo mathvariant="normal">¨</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:mi mathvariant="bold">C</mml:mi><mml:mover accent="true"><mml:mi mathvariant="italic">δ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:mi mathvariant="bold">K</mml:mi><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M56" display="inline"><mml:mi mathvariant="bold">M</mml:mi></mml:math></inline-formula> is the system mass matrix, <inline-formula><mml:math id="M57" display="inline"><mml:mrow><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M58" display="inline"><mml:mi mathvariant="bold">K</mml:mi></mml:math></inline-formula> is the system stiffness
matrix, <inline-formula><mml:math id="M59" display="inline"><mml:mrow><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math id="M60" display="inline"><mml:mi mathvariant="bold">C</mml:mi></mml:math></inline-formula> is the system damping and gyroscopic matrix,
<inline-formula><mml:math id="M61" display="inline"><mml:mrow><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>.
<inline-formula><mml:math id="M62" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula> represents the unbalance force and is defined as
<inline-formula><mml:math id="M63" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mi>n</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msubsup><mml:mi>F</mml:mi><mml:mrow><mml:mi>y</mml:mi><mml:mi>n</mml:mi></mml:mrow><mml:mi mathvariant="normal">u</mml:mi></mml:msubsup><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:msubsup><mml:mi>F</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>n</mml:mi></mml:mrow><mml:mi mathvariant="normal">u</mml:mi></mml:msubsup><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M64" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>. <inline-formula><mml:math id="M65" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula> represents the oil
film force and is defined as <inline-formula><mml:math id="M66" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mi>n</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced close="}" open="{"><mml:mrow><mml:msubsup><mml:mi>F</mml:mi><mml:mi>y</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msubsup><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:msubsup><mml:mi>F</mml:mi><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msubsup><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M67" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M68" display="inline"><mml:mrow><mml:msubsup><mml:mi>F</mml:mi><mml:mi>y</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msubsup></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M69" display="inline"><mml:mrow><mml:msubsup><mml:mi>F</mml:mi><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msubsup></mml:mrow></mml:math></inline-formula> are the
components of the oil film force (Capone, 1991; Xie et al., 2021) in the <inline-formula><mml:math id="M70" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M71" display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> directions, respectively.</p>
      <p id="d1e1795">The main vibration modal shape of the <inline-formula><mml:math id="M72" display="inline"><mml:mi>i</mml:mi></mml:math></inline-formula>th order is expressed as <inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msup><mml:mfenced close="}" open="{"><mml:mrow><mml:msub><mml:mi mathvariant="bold-italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="bold-italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="bold-italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>N</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M74" display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M75" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="bold-italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>j</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>j</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M76" display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:math></inline-formula>, while the vibration modal shape of the rotor can be expressed as <inline-formula><mml:math id="M77" display="inline"><mml:mrow><mml:mi mathvariant="normal">Φ</mml:mi><mml:mo>=</mml:mo><mml:mo>[</mml:mo><mml:msub><mml:mi mathvariant="normal">Φ</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="normal">Φ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi>n</mml:mi></mml:msub><mml:mo>]</mml:mo><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>; the unbalance response <inline-formula><mml:math id="M78" display="inline"><mml:mi mathvariant="italic">δ</mml:mi></mml:math></inline-formula> on the measuring planes can be converted to
<inline-formula><mml:math id="M79" display="inline"><mml:mi mathvariant="italic">ξ</mml:mi></mml:math></inline-formula> in modal coordinates:
            <disp-formula id="Ch1.E4" content-type="numbered"><label>4</label><mml:math id="M80" display="block"><mml:mrow><mml:mi mathvariant="italic">δ</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M81" display="inline"><mml:mrow><mml:mi mathvariant="italic">δ</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:mi>N</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math id="M82" display="inline"><mml:mrow><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ζ</mml:mi><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi mathvariant="italic">η</mml:mi></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M83" display="inline"><mml:mi mathvariant="italic">ξ</mml:mi></mml:math></inline-formula> and
<inline-formula><mml:math id="M84" display="inline"><mml:mi mathvariant="italic">η</mml:mi></mml:math></inline-formula> are the components of the
deflection on the <inline-formula><mml:math id="M85" display="inline"><mml:mrow><mml:mi mathvariant="italic">ζ</mml:mi><mml:mo>-</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M86" display="inline"><mml:mrow><mml:mi mathvariant="italic">η</mml:mi><mml:mo>-</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula> planes, respectively.</p>
      <p id="d1e2140">By substituting Eq. (4) into Eq. (3) and multiplying both sides of the
equation by <inline-formula><mml:math id="M87" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>, the dynamic differential
equation of the rotor becomes
            <disp-formula id="Ch1.E5" content-type="numbered"><label>5</label><mml:math id="M88" display="block"><mml:mrow><mml:msup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mi mathvariant="bold">Φ</mml:mi><mml:mover accent="true"><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo mathvariant="normal">¨</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mi mathvariant="bold">Φ</mml:mi><mml:mover accent="true"><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="bold-italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msup></mml:mrow></mml:mfenced><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
          Due to the orthogonality of each vibration modal shape,
<inline-formula><mml:math id="M89" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mi mathvariant="normal">Φ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M90" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mi mathvariant="normal">Φ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M91" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mi mathvariant="normal">Φ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></mml:msup></mml:mrow></mml:math></inline-formula> are diagonal matrices, while the elements
on the diagonal are <inline-formula><mml:math id="M92" display="inline"><mml:mrow><mml:msubsup><mml:mi>m</mml:mi><mml:mi>i</mml:mi><mml:mo>∗</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">M</mml:mi><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="bold">i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:msubsup><mml:mi>c</mml:mi><mml:mi>i</mml:mi><mml:mo>∗</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">C</mml:mi><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:msubsup><mml:mi>k</mml:mi><mml:mi>i</mml:mi><mml:mo>∗</mml:mo></mml:msubsup><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">K</mml:mi><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. Similarly, the <inline-formula><mml:math id="M95" display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula> order modal
unbalance force can be expressed as <inline-formula><mml:math id="M96" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mi mathvariant="bold">F</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M97" display="inline"><mml:mrow><mml:mi mathvariant="bold">F</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msup></mml:mrow></mml:math></inline-formula>. Therefore,
Eq. (5) can be written as
            <disp-formula id="Ch1.E6" content-type="numbered"><label>6</label><mml:math id="M98" display="block"><mml:mrow><mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mover accent="true"><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo mathvariant="normal">¨</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mover accent="true"><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mo>+</mml:mo><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M99" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math id="M100" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math id="M101" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math id="M102" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>.</p>
      <?pagebreak page88?><p id="d1e2569">Assuming that the particular solution of the vibration response is <inline-formula><mml:math id="M103" display="inline"><mml:mrow><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">ξ</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> and that <inline-formula><mml:math id="M104" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mo>∗</mml:mo></mml:msubsup><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:mi>t</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the simple harmonic excitation, then Eq. (6) can be written as
            <disp-formula id="Ch1.E7" content-type="numbered"><label>7</label><mml:math id="M105" display="block"><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:msup><mml:mi mathvariant="normal">Ω</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>)</mml:mo><mml:msub><mml:mi mathvariant="italic">ξ</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mo>∗</mml:mo></mml:msubsup><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
          The deflection of the unbalanced rotor can be expressed as
            <disp-formula id="Ch1.E8" content-type="numbered"><label>8</label><mml:math id="M106" display="block"><mml:mrow><mml:mfenced close="|" open="|"><mml:mrow><mml:mi mathvariant="italic">δ</mml:mi><mml:mfenced close=")" open="("><mml:mi>x</mml:mi></mml:mfenced></mml:mrow></mml:mfenced><mml:mo>=</mml:mo><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:msubsup><mml:mo>∑</mml:mo><mml:mrow><mml:mi>r</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi mathvariant="normal">∞</mml:mi></mml:msubsup><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:msubsup><mml:mo>∫</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mi>l</mml:mi></mml:msubsup><mml:mi>f</mml:mi><mml:mfenced close=")" open="("><mml:mi>x</mml:mi></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo><mml:mi mathvariant="normal">d</mml:mi><mml:mi>x</mml:mi><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:msqrt><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:msup><mml:mi mathvariant="italic">ζ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:msqrt></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M107" display="inline"><mml:mrow><mml:msub><mml:mi>c</mml:mi><mml:mi>r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> represents the component of the <inline-formula><mml:math id="M108" display="inline"><mml:mi>r</mml:mi></mml:math></inline-formula>th modal shape in
<inline-formula><mml:math id="M109" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">ε</mml:mi><mml:mi mathvariant="normal">u</mml:mi></mml:msup><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M110" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">α</mml:mi><mml:mi>r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> represents the phase of this
component, <inline-formula><mml:math id="M111" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is the modal shape, while the subscript <inline-formula><mml:math id="M112" display="inline"><mml:mi>r</mml:mi></mml:math></inline-formula>
represents the order; <inline-formula><mml:math id="M113" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msubsup><mml:mo>∫</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mi>l</mml:mi></mml:msubsup><mml:mi>m</mml:mi><mml:mfenced open="(" close=")"><mml:mi>x</mml:mi></mml:mfenced><mml:msubsup><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mfenced open="(" close=")"><mml:mi>x</mml:mi></mml:mfenced><mml:mi mathvariant="normal">d</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula> is the correcting coefficient.</p>
      <p id="d1e2915">To make the concentrated force loaded on the EP equivalent to the distributed unbalanced force on the rotor, the vibrations generated by the two should be
equal. Assuming that the equivalent concentrated force on EP is <inline-formula><mml:math id="M114" display="inline"><mml:mrow><mml:mi>p</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math id="M115" display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>K</mml:mi></mml:mrow></mml:math></inline-formula>), the following equation needs to be
established:
            <disp-formula id="Ch1.E9" content-type="numbered"><label>9</label><mml:math id="M116" display="block"><mml:mtable columnspacing="1em" class="split" rowspacing="0.2ex" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mfenced open="|" close="|"><mml:mrow><mml:mi mathvariant="italic">δ</mml:mi><mml:mfenced open="(" close=")"><mml:mi>x</mml:mi></mml:mfenced></mml:mrow></mml:mfenced></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi mathvariant="italic">ξ</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msubsup><mml:mo>∑</mml:mo><mml:mrow><mml:mi>r</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi mathvariant="normal">∞</mml:mi></mml:msubsup><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mfenced close="]" open="["><mml:mstyle displaystyle="true"><mml:mtable columnspacing="0.4em" class="substack" rowspacing="0.2ex"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:msubsup><mml:mo>∫</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mi>l</mml:mi></mml:msubsup><mml:mi>f</mml:mi><mml:mfenced open="(" close=")"><mml:mi>x</mml:mi></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mi>x</mml:mi></mml:mfenced><mml:mi mathvariant="normal">d</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:msubsup><mml:mo>∑</mml:mo><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>K</mml:mi></mml:msubsup><mml:mi>p</mml:mi><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mstyle></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:msqrt><mml:mrow><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:mfenced><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:msup><mml:mi mathvariant="italic">ζ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:msqrt></mml:mfrac></mml:mstyle><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>
          where <inline-formula><mml:math id="M117" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi mathvariant="normal">Ω</mml:mi><mml:mo>/</mml:mo><mml:msub><mml:mi mathvariant="italic">ω</mml:mi><mml:mi>r</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M118" display="inline"><mml:mrow><mml:mi mathvariant="italic">κ</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="normal">arctan</mml:mi><mml:mo>[</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mi mathvariant="italic">ζ</mml:mi><mml:msub><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msubsup><mml:mi mathvariant="italic">η</mml:mi><mml:mi>r</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>)</mml:mo><mml:mo>]</mml:mo></mml:mrow></mml:math></inline-formula> represents the mechanical lag angle and <inline-formula><mml:math id="M119" display="inline"><mml:mi mathvariant="italic">ζ</mml:mi></mml:math></inline-formula> represents the modal damping coefficient, which is derived by
experiment or obtained by a proportional relation to stiffness and mass.</p>
      <p id="d1e3213">Then, the equivalent balancing equation can be derived from Eq. (9):
            <disp-formula id="Ch1.E10" content-type="numbered"><label>10</label><mml:math id="M120" display="block"><mml:mrow><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:msubsup><mml:mo>∑</mml:mo><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>K</mml:mi></mml:msubsup><mml:mi>p</mml:mi><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="normal">Ψ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:munderover><mml:mo movablelimits="false">∫</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mi>l</mml:mi></mml:munderover><mml:mi>f</mml:mi><mml:mfenced close=")" open="("><mml:mi>x</mml:mi></mml:mfenced><mml:msub><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mi>r</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mi>x</mml:mi></mml:mfenced><mml:mi mathvariant="normal">d</mml:mi><mml:mi>x</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
          According to Eq. (10), the continuous unbalance vector distribution on the
rotor can be equivalently concentrated, without changing the vibration
characteristics of the rotor, as long as the modal unbalance force on the
rotor remains constant, which can be called the modal equivalent principle (MEP). Since a small unbalance force at low speed cannot excite the
vibration modal shape of the rotor, the MEP is more applicable to high-speed rotor operation.</p>
</sec>
<sec id="Ch1.S2.SS3">
  <label>2.3</label><title>Modal-based unbalance identification method</title>
      <p id="d1e3302">In the above analysis, the continuous distributed unbalance vector can be
equivalently concentrated to EP, according to the MEP. Based on this fact,
the modal-based unbalance identification method is presented in this section. Given the unbalance response analysis in Eq. (3), it can be
concluded that the maximum relativity between the vibration response and unbalance vector takes place along the radial direction. Hence, the radial
motion alone is used as the balancing target in the following approach.
Assuming that the unbalance masses are distributed on <inline-formula><mml:math id="M121" display="inline"><mml:mi>U</mml:mi></mml:math></inline-formula> nodes, while only <inline-formula><mml:math id="M122" display="inline"><mml:mrow><mml:mi>J</mml:mi><mml:mo>(</mml:mo><mml:mi>J</mml:mi><mml:mo>≤</mml:mo><mml:mi>N</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> measuring planes and <inline-formula><mml:math id="M123" display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>(</mml:mo><mml:mi>K</mml:mi><mml:mo>≤</mml:mo><mml:mi>N</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> correcting planes are used to eliminate the
unbalance force. The vibration response and the unbalance force are
transformed between physical and modal coordinates according to the
following:
            <disp-formula id="Ch1.E11" content-type="numbered"><label>11</label><mml:math id="M124" display="block"><mml:mrow><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>=</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M125" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced open="{" close="}"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>J</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">2</mml:mn><mml:mrow><mml:mfenced close=")" open="("><mml:mi>J</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>n</mml:mi><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>J</mml:mi></mml:mfenced></mml:mrow></mml:msubsup></mml:mrow></mml:mfenced><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>J</mml:mi><mml:mo>×</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M126" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mrow><mml:mfenced close=")" open="("><mml:mi>J</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>J</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is a sub-vector of the vibration modal shape
with <inline-formula><mml:math id="M127" display="inline"><mml:mi>J</mml:mi></mml:math></inline-formula> measuring planes, <inline-formula><mml:math id="M128" display="inline"><mml:mrow><mml:mi mathvariant="italic">ξ</mml:mi><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is
the response in modal coordinates, <inline-formula><mml:math id="M129" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mfenced close=")" open="("><mml:mi>U</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">2</mml:mn><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>U</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>n</mml:mi><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>U</mml:mi></mml:mfenced></mml:mrow></mml:msubsup></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mi>U</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M130" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>U</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>U</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>U</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is a sub-vector of the vibration modal shape with <inline-formula><mml:math id="M131" display="inline"><mml:mi>U</mml:mi></mml:math></inline-formula> unbalanced nodes,
<inline-formula><mml:math id="M132" display="inline"><mml:mrow><mml:mi mathvariant="bold">F</mml:mi><mml:mo>=</mml:mo><mml:mo mathvariant="italic">{</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>,</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:mo>)</mml:mo><mml:msup><mml:mo mathvariant="italic">}</mml:mo><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>U</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the unbalance
force distributed on <inline-formula><mml:math id="M133" display="inline"><mml:mi>U</mml:mi></mml:math></inline-formula> nodes, and <inline-formula><mml:math id="M134" display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the unbalance force of the first <inline-formula><mml:math id="M135" display="inline"><mml:mi>n</mml:mi></mml:math></inline-formula> order modes in
modal coordinates.</p>
      <p id="d1e3822">Due to the limitation of the measurement planes and the uncertainty of the
unbalance nodes, the <inline-formula><mml:math id="M136" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="normal">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup></mml:mrow></mml:math></inline-formula> may not necessarily be of full rank. Therefore, Eq. (11) should
be transformed into the following form:

                <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M138" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E12"><mml:mtd><mml:mtext>12</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi mathvariant="bold-italic">ξ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><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:mi mathvariant="bold">F</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:msup><mml:mi>F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

            Substituting Eq. (12) into the Fourier-transformed form of Eq. (6) leads to the following:
            <disp-formula id="Ch1.E14" content-type="numbered"><label>14</label><mml:math id="M139" display="block"><mml:mrow><mml:msup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>=</mml:mo><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></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:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>+</mml:mo><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup></mml:mrow></mml:mfenced><mml:msup><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
          Next, substituting Eq. (14) into Eq. (13) provides the following:
            <disp-formula id="Ch1.E15" content-type="numbered"><label>15</label><mml:math id="M140" display="block"><mml:mtable rowspacing="0.2ex" columnspacing="1em" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="bold">F</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></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:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>+</mml:mo><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></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:msup><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
          According to the analysis of the MEP, the unbalance vector distribution on the rotor can be corrected by the counterweights <inline-formula><mml:math id="M141" display="inline"><mml:mi mathvariant="bold">W</mml:mi></mml:math></inline-formula> added on
the EP, as long as the following modal equivalence relation is satisfied.
            <disp-formula id="Ch1.E16" content-type="numbered"><label>16</label><mml:math id="M142" display="block"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>K</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">W</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold">F</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M143" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>K</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced close="}" open="{"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">1</mml:mn><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>K</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mn mathvariant="normal">2</mml:mn><mml:mrow><mml:mfenced open="(" close=")"><mml:mi mathvariant="bold">K</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>n</mml:mi><mml:mrow><mml:mfenced close=")" open="("><mml:mi>K</mml:mi></mml:mfenced></mml:mrow></mml:msubsup></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>n</mml:mi><mml:mo>×</mml:mo><mml:mi>K</mml:mi></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M144" display="inline"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>i</mml:mi><mml:mrow><mml:mfenced open="(" close=")"><mml:mi>K</mml:mi></mml:mfenced></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:msup><mml:mfenced open="{" close="}"><mml:mrow><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:msub><mml:mi mathvariant="italic">φ</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi>x</mml:mi><mml:mi>U</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mfenced><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>R</mml:mi><mml:mrow><mml:mi>K</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is a sub-vector of the vibration modal shape with <inline-formula><mml:math id="M145" display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> correcting planes, and <inline-formula><mml:math id="M146" display="inline"><mml:mrow><mml:mi>W</mml:mi><mml:mo>=</mml:mo><mml:mo mathvariant="italic">{</mml:mo><mml:mi>w</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>,</mml:mo><mml:mi>w</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>,</mml:mo><mml:mi mathvariant="normal">…</mml:mi><mml:mo>,</mml:mo><mml:mi>w</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mi>k</mml:mi></mml:msub><mml:mo>)</mml:mo><mml:msup><mml:mo mathvariant="italic">}</mml:mo><mml:mi mathvariant="normal">T</mml:mi></mml:msup><mml:mo>∈</mml:mo><mml:msup><mml:mi>C</mml:mi><mml:mrow><mml:mi>K</mml:mi><mml:mo>×</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> is the
counterweight vector applied on the correcting planes.</p>
      <p id="d1e4382">By substituting Eq. (13) into Eq. (14), the counterweight vector can be
obtained as
            <disp-formula id="Ch1.E17" content-type="numbered"><label>17</label><mml:math id="M147" display="block"><mml:mtable columnspacing="1em" class="split" rowspacing="0.2ex" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="bold">W</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>K</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>K</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>K</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>U</mml:mi></mml:msub></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:msup><mml:mi mathvariant="bold">K</mml:mi><mml:mo>∗</mml:mo></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:msup><mml:mi mathvariant="bold">M</mml:mi><mml:mo>∗</mml:mo></mml:msup><mml:mo>+</mml:mo><mml:mi>j</mml:mi><mml:mi mathvariant="normal">Ω</mml:mi><mml:msup><mml:mi mathvariant="bold">C</mml:mi><mml:mo>∗</mml:mo></mml:msup></mml:mrow></mml:mfenced><mml:msup><mml:mfenced open="(" close=")"><mml:mrow><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:msub><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi mathvariant="bold">Φ</mml:mi><mml:mi>J</mml:mi><mml:mi mathvariant="normal">T</mml:mi></mml:msubsup><mml:mi mathvariant="bold-italic">δ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
</sec>
</sec>
<?pagebreak page89?><sec id="Ch1.S3">
  <label>3</label><title>Simulation and analysis</title>
<sec id="Ch1.S3.SS1">
  <label>3.1</label><title>Unbalance equivalent</title>
      <p id="d1e4541">To verify the equivalent method of the unbalance force, the finite-element model of the rotor system, consisting of 50 elements and 51 nodes, is
established, corresponding to Fig. 2. The mass disk units, which can be used
as correcting planes, are located at the 11th, 18th, 23rd,
29th, 34th and 41st nodes, the measuring planes are located
at the 15th and 37th nodes, while the journal-bearing units are located at the 5th and 47th nodes.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2" specific-use="star"><?xmltex \currentcnt{2}?><?xmltex \def\figurename{Figure}?><label>Figure 2</label><caption><p id="d1e4546">Finite-element division of the rotor.</p></caption>
          <?xmltex \igopts{width=412.564961pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f02.png"/>

        </fig>

      <p id="d1e4555">The MSO analysis of the model, as illustrated in Fig. 2, shows that the
third and fifth disks are EPs, while the rest of the planes are redundant ones. The relationship between EPs and other planes is as follows:
            <disp-formula id="Ch1.E18" content-type="numbered"><label>18</label><mml:math id="M148" display="block"><mml:mrow><mml:mfenced close="" open="{"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.8315</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.4720</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">5</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1.2200</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.4471</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">5</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.4504</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.6520</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">5</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.2062</mml:mn><mml:mo>×</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.7589</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mn mathvariant="normal">5</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:math></disp-formula>
          where <inline-formula><mml:math id="M149" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> represents the IC and the subscript represents the
respective correcting plane.</p>
      <p id="d1e4690">In order to prove the validity of EPs, the relationship between the left- and right-hand sides, in Eq. (18), is determined at 2400, 3200 and 4000 r/min, respectively, while comparison of the findings follows. Since
there are two measuring planes used to collect vibration information, each
disk can obtain six ICs, which are then verified. Figure 3 shows that the
results obtained by both sides of Eq. (18) are identical; that is to say, the effect of the first, second, fourth and sixth disks on the
vibration characteristics of the rotor can be completely replaced by that of
the third and fifth disks, proving the existence of EPs.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><?xmltex \currentcnt{3}?><?xmltex \def\figurename{Figure}?><label>Figure 3</label><caption><p id="d1e4695">The relationship between EPs and redundant planes. <bold>(a)</bold> Disk 1. <bold>(b)</bold> Disk 2. <bold>(c)</bold> Disk 4. <bold>(d)</bold> Disk 6.</p></caption>
          <?xmltex \igopts{width=384.112205pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f03.png"/>

        </fig>

      <p id="d1e4716">To verify the effectiveness of the equivalent principle on the EP for dynamic balancing, the distributed unbalance vectors in redundant planes are
equivalent to EPs, according to the VFP and MEP, respectively, while the unbalance response characteristics, before and after equivalent operation, are compared and analysed. Here, the vibration response is obtained based on
the rotor model, as shown in Fig. 2 at 3400 r/min, while the unbalance
vectors on the first, second, fourth and sixth disks are, respectively, equivalent to the ones on the third and fifth disks. The details of equivalent results are listed in Table 1, while the comparison of unbalance
responses after equivalence of disks, based on the VFP and MEP, is shown in Fig. 4.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><?xmltex \currentcnt{1}?><?xmltex \def\figurename{Table}?><label>Table 1</label><caption><p id="d1e4722">Equivalent results of redundant disks in EPs.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right" colsep="1"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry colname="col1">Number</oasis:entry>
         <oasis:entry colname="col2">Balancing information</oasis:entry>
         <oasis:entry colname="col3">Initial unbalance</oasis:entry>
         <oasis:entry rowsep="1" namest="col4" nameend="col5" align="center" colsep="1">VFP </oasis:entry>
         <oasis:entry rowsep="1" namest="col6" nameend="col7" align="center">MEP </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2"/>
         <oasis:entry colname="col3"/>
         <oasis:entry colname="col4">Disk 3</oasis:entry>
         <oasis:entry colname="col5">Disk 5</oasis:entry>
         <oasis:entry colname="col6">Disk 3</oasis:entry>
         <oasis:entry colname="col7">Disk 5</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Disk 1</oasis:entry>
         <oasis:entry colname="col2">Amplitude (g mm)</oasis:entry>
         <oasis:entry colname="col3">9</oasis:entry>
         <oasis:entry colname="col4">7</oasis:entry>
         <oasis:entry colname="col5">7.71</oasis:entry>
         <oasis:entry colname="col6">7.28</oasis:entry>
         <oasis:entry colname="col7">4.12</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Phase (<inline-formula><mml:math id="M150" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">135</oasis:entry>
         <oasis:entry colname="col4">45</oasis:entry>
         <oasis:entry colname="col5"><inline-formula><mml:math id="M151" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">159.8</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col6">135</oasis:entry>
         <oasis:entry colname="col7"><inline-formula><mml:math id="M152" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">45</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Disk 2</oasis:entry>
         <oasis:entry colname="col2">Amplitude (g mm)</oasis:entry>
         <oasis:entry colname="col3">8</oasis:entry>
         <oasis:entry colname="col4">6</oasis:entry>
         <oasis:entry colname="col5">2.12</oasis:entry>
         <oasis:entry colname="col6">9.61</oasis:entry>
         <oasis:entry colname="col7">3.47</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Phase (<inline-formula><mml:math id="M153" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">60</oasis:entry>
         <oasis:entry colname="col4">80</oasis:entry>
         <oasis:entry colname="col5"><inline-formula><mml:math id="M154" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">15.11</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col6">60</oasis:entry>
         <oasis:entry colname="col7"><inline-formula><mml:math id="M155" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">120</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Disk 4</oasis:entry>
         <oasis:entry colname="col2">Amplitude (g mm)</oasis:entry>
         <oasis:entry colname="col3">5</oasis:entry>
         <oasis:entry colname="col4">4</oasis:entry>
         <oasis:entry colname="col5">4.93</oasis:entry>
         <oasis:entry colname="col6">2.17</oasis:entry>
         <oasis:entry colname="col7">3.38</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Phase (<inline-formula><mml:math id="M156" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">120</oasis:entry>
         <oasis:entry colname="col4">60</oasis:entry>
         <oasis:entry colname="col5">164.61</oasis:entry>
         <oasis:entry colname="col6">120</oasis:entry>
         <oasis:entry colname="col7">120</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Disk 6</oasis:entry>
         <oasis:entry colname="col2">Amplitude (g mm)</oasis:entry>
         <oasis:entry colname="col3">8</oasis:entry>
         <oasis:entry colname="col4">5</oasis:entry>
         <oasis:entry colname="col5">3.65</oasis:entry>
         <oasis:entry colname="col6">1.59</oasis:entry>
         <oasis:entry colname="col7">5.97</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Phase (<inline-formula><mml:math id="M157" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">145</oasis:entry>
         <oasis:entry colname="col4">100</oasis:entry>
         <oasis:entry colname="col5"><inline-formula><mml:math id="M158" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">139.06</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col6"><inline-formula><mml:math id="M159" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">35</mml:mn></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col7">145</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <?xmltex \floatpos{p}?><fig id="Ch1.F4" specific-use="star"><?xmltex \currentcnt{4}?><?xmltex \def\figurename{Figure}?><label>Figure 4</label><caption><p id="d1e5075">Comparison of unbalance response after equivalence of
disks based on the VFP and MEP. <bold>(a)</bold> Left-hand side on the first disk. <bold>(b)</bold> Right-hand side on the first disk. <bold>(c)</bold> Left-hand side on the second disk. <bold>(d)</bold> Right-hand side on the second disk. <bold>(e)</bold> Left-hand side on the fourth disk. <bold>(f)</bold> Right-hand side on the fourth disk. <bold>(g)</bold> Left-hand side on the sixth disk. <bold>(h)</bold> Right-hand side on the sixth disk.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f04.png"/>

        </fig>

      <p id="d1e5109">As shown in Fig. 4, if the unbalance vector on a redundant disk is transferred to the third and fifth disks using the MEP, the rotor unbalance response is consistent with the initial state, within the full speed range. However,
if the VFP is employed to implement the equivalent transfer operation, the unbalance response is only consistent with the initial state, at around 3400 r/min, while the variation of the two response curves becomes obvious, at a
different speed value. This phenomenon is due to the fact that the VFP does not consider the influence of the rotor modal shape, while rotor vibration
is essentially the superposition of the multiple-modal vibrations excited by
the unbalance. If the distributed unbalanced vector is directly transferred
to the EP through the VFP, the obtained equivalent result does not consider the modal characteristics. When the rotor speed changes, the current balance
effect cannot be maintained. As a result, the MEP is more suitable than the VFP for dynamic balancing of high-speed rotors.</p>
</sec>
<sec id="Ch1.S3.SS2">
  <label>3.2</label><title>Dynamic balancing</title>
      <p id="d1e5120">In order to verify the effectiveness of the proposed unbalance
identification method, based on the EP and MEP, numerical simulation of
dynamic balancing is performed on the rotor model (Fig. 2). The virtual
initial unbalance, as shown in Table 2, is artificially applied on the six
disks of the rotor.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5" specific-use="star"><?xmltex \currentcnt{5}?><?xmltex \def\figurename{Figure}?><label>Figure 5</label><caption><p id="d1e5125">Comparison of unbalance response before and after the balancing procedure. <bold>(a)</bold> Left-hand side. <bold>(b)</bold> Right-hand side.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f05.png"/>

        </fig>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2" specific-use="star"><?xmltex \currentcnt{2}?><?xmltex \def\figurename{Table}?><label>Table 2</label><caption><p id="d1e5143">Virtual initial unbalance.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="7">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Parameter</oasis:entry>
         <oasis:entry colname="col2">Disk 1</oasis:entry>
         <oasis:entry colname="col3">Disk 2</oasis:entry>
         <oasis:entry colname="col4">Disk 3</oasis:entry>
         <oasis:entry colname="col5">Disk 4</oasis:entry>
         <oasis:entry colname="col6">Disk 5</oasis:entry>
         <oasis:entry colname="col7">Disk 6</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Amplitude (g mm)</oasis:entry>
         <oasis:entry colname="col2">9</oasis:entry>
         <oasis:entry colname="col3">8</oasis:entry>
         <oasis:entry colname="col4">12</oasis:entry>
         <oasis:entry colname="col5">5</oasis:entry>
         <oasis:entry colname="col6">6</oasis:entry>
         <oasis:entry colname="col7">8</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Phase (<inline-formula><mml:math id="M160" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col2">135</oasis:entry>
         <oasis:entry colname="col3">60</oasis:entry>
         <oasis:entry colname="col4">45</oasis:entry>
         <oasis:entry colname="col5">120</oasis:entry>
         <oasis:entry colname="col6">80</oasis:entry>
         <oasis:entry colname="col7">145</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p id="d1e5257">The balancing speed is set at 3400 r/min, and the counterweights on the third and fifth disks can be calculated by Eq. (17), as 24.33 g mm at 244.51<inline-formula><mml:math id="M161" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> and 7.22 g mm at 297.39<inline-formula><mml:math id="M162" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>. Next, in order to suppress the unbalance response at the measuring planes,
the identified counterweights are substituted into the rotor model. The unbalance response before and after the balancing procedure is illustrated in Fig. 5.</p>
      <p id="d1e5278">As illustrated in Fig. 5, the comparative results show that the proposed
method can effectively identify the unbalance vector. After the balancing
procedure, the residual vibration below and beyond the critical speed is
very small, which demonstrates the effectiveness of the method.</p>
</sec>
</sec>
<sec id="Ch1.S4">
  <label>4</label><title>Verification and discussion</title>
      <p id="d1e5290">To verify the validity of the proposed rotor model and unbalance
identification method, an experimental platform, consistent with Fig. 2, is
designed and built (Fig. 6). This system consists of a data acquiring and processing device, phase and displacement sensors, a force hammer and a motor
controller. The phase and displacement sensors are fixed on the support
setting along the radial direction, while the output analog signals,
generated by sensors, are transformed into digital signals by the data
acquisition device and collected by an industrial computer which processes and displays vibration information. The rotor is connected to the motor via
a flexible coupling, the weight of the mass disk assembled on the rotor is
0.08 kg, while 10 evenly distributed holes are available for adding counterweights on the disk. The rotor length is 500 mm and its nominal diameter and the mass disk are 10 and 50 mm, respectively. The rotor and the mass disks
are made of steel and aluminium, respectively. The density of the rotor material is 7800 kg/m<inline-formula><mml:math id="M163" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula>, the elastic modulus is <inline-formula><mml:math id="M164" display="inline"><mml:mrow><mml:mn mathvariant="normal">3.15</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">11</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> N/m<inline-formula><mml:math id="M165" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> and the Poisson ratio is 0.3.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6"><?xmltex \currentcnt{6}?><?xmltex \def\figurename{Figure}?><label>Figure 6</label><caption><p id="d1e5328">Experimental rotor test platform.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f06.png"/>

      </fig>

<?pagebreak page90?><sec id="Ch1.S4.SS1">
  <label>4.1</label><title>Model verification</title>
      <p id="d1e5344">In modal test, an impact excitation, generated by an impulse force hammer
with a model of LC-01A, is applied on the rotor, while the response signal
is acquired by an acceleration sensor with a model of ULT2001. Both the
excitation and response signals are collected by the data acquisition device
NI-9220 at a sampling frequency of 15 kHz. The measured excitation and
response signal are illustrated in Fig. 7, while the simulated and measured
frequency response functions (FRFs) of the rotor are shown in Fig. 8.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7" specific-use="star"><?xmltex \currentcnt{7}?><?xmltex \def\figurename{Figure}?><label>Figure 7</label><caption><p id="d1e5349">The excitation and responses signal on the rotor. <bold>(a)</bold> The
measured excitation force. <bold>(b)</bold> The response signal.</p></caption>
          <?xmltex \igopts{width=455.244094pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f07.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8"><?xmltex \currentcnt{8}?><?xmltex \def\figurename{Figure}?><label>Figure 8</label><caption><p id="d1e5366">The simulated and experimentally measured FRFs of the
rotor.</p></caption>
          <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f08.png"/>

        </fig>

      <p id="d1e5376">According to Figs. 7 and 8, the simulated and experimentally measured FRFs
are in reasonable agreement. In the simulated FRFs, the first three natural
frequencies have been found to be 79.5, 286.5 and 544.5 Hz. Meanwhile,
the first three natural frequencies, as obtained by the measured FRFs, are
81, 291 and 559.5 Hz. The deviation between simulation and experiment of
the first three order modes is 1.9 %, 1.5 % and 2.6 %, respectively,
indicating the high accuracy of the model.</p>
</sec>
<sec id="Ch1.S4.SS2">
  <label>4.2</label><title>Balancing effect verification</title>
      <?pagebreak page92?><p id="d1e5388">To verify the effectiveness of the presented unbalance method, the balancing
experiments are performed on the experimental platform shown in Fig. 6. The
eddy current displacement sensor WD502A and the photoelectric sensor
E3X-HD41 are used to collect the amplitude and phase of unbalanced
vibration, respectively. In order to be consistent with the simulation
conditions as much as possible, the balancing speed is set to 3400 r/min,
and the sampling frequency is set to 10 kHz. According to Eq. (17), the
identified counterweights on the third and fifth disks are 15.92 g mm at 250.70<inline-formula><mml:math id="M166" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> and 7.22 g mm at 69.47<inline-formula><mml:math id="M167" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>, respectively.</p>

<?xmltex \floatpos{p}?><table-wrap id="Ch1.T3" specific-use="star"><?xmltex \currentcnt{3}?><?xmltex \def\figurename{Table}?><label>Table 3</label><caption><p id="d1e5412">The comparison of unbalance vibration before and after
adding counterweights.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="13">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:colspec colnum="7" colname="col7" align="right"/>
     <oasis:colspec colnum="8" colname="col8" align="right"/>
     <oasis:colspec colnum="9" colname="col9" align="right"/>
     <oasis:colspec colnum="10" colname="col10" align="right"/>
     <oasis:colspec colnum="11" colname="col11" align="right"/>
     <oasis:colspec colnum="12" colname="col12" align="right"/>
     <oasis:colspec colnum="13" colname="col13" align="right"/>
     <oasis:thead>
       <oasis:row>
         <oasis:entry namest="col1" nameend="col2" align="center">Position </oasis:entry>
         <oasis:entry rowsep="1" namest="col3" nameend="col13" align="center">Rotational speed (r/min) </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2"/>
         <oasis:entry colname="col3">1400</oasis:entry>
         <oasis:entry colname="col4">2000</oasis:entry>
         <oasis:entry colname="col5">2600</oasis:entry>
         <oasis:entry colname="col6">3200</oasis:entry>
         <oasis:entry colname="col7">3800</oasis:entry>
         <oasis:entry colname="col8">4400</oasis:entry>
         <oasis:entry colname="col9">5000</oasis:entry>
         <oasis:entry colname="col10">5600</oasis:entry>
         <oasis:entry colname="col11">6200</oasis:entry>
         <oasis:entry colname="col12">6800</oasis:entry>
         <oasis:entry colname="col13">7400</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">Left/<inline-formula><mml:math id="M168" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M169" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>m)</oasis:entry>
         <oasis:entry colname="col2">Initial</oasis:entry>
         <oasis:entry colname="col3">24.5</oasis:entry>
         <oasis:entry colname="col4">22.5</oasis:entry>
         <oasis:entry colname="col5">18.4</oasis:entry>
         <oasis:entry colname="col6">32.4</oasis:entry>
         <oasis:entry colname="col7">88.1</oasis:entry>
         <oasis:entry colname="col8">167.1</oasis:entry>
         <oasis:entry colname="col9">102.6</oasis:entry>
         <oasis:entry colname="col10">68.8</oasis:entry>
         <oasis:entry colname="col11">63.1</oasis:entry>
         <oasis:entry colname="col12">57.4</oasis:entry>
         <oasis:entry colname="col13">57.7</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Balanced</oasis:entry>
         <oasis:entry colname="col3">20.0</oasis:entry>
         <oasis:entry colname="col4">21.2</oasis:entry>
         <oasis:entry colname="col5">18.9</oasis:entry>
         <oasis:entry colname="col6">16.5</oasis:entry>
         <oasis:entry colname="col7">9.0</oasis:entry>
         <oasis:entry colname="col8">39.4</oasis:entry>
         <oasis:entry colname="col9">32.4</oasis:entry>
         <oasis:entry colname="col10">29.9</oasis:entry>
         <oasis:entry colname="col11">28.3</oasis:entry>
         <oasis:entry colname="col12">24.6</oasis:entry>
         <oasis:entry colname="col13">23.7</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Left/<inline-formula><mml:math id="M170" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M171" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>m)</oasis:entry>
         <oasis:entry colname="col2">Initial</oasis:entry>
         <oasis:entry colname="col3">15.0</oasis:entry>
         <oasis:entry colname="col4">15.9</oasis:entry>
         <oasis:entry colname="col5">17.4</oasis:entry>
         <oasis:entry colname="col6">23.8</oasis:entry>
         <oasis:entry colname="col7">55.2</oasis:entry>
         <oasis:entry colname="col8">178.0</oasis:entry>
         <oasis:entry colname="col9">110.9</oasis:entry>
         <oasis:entry colname="col10">71.9</oasis:entry>
         <oasis:entry colname="col11">61.2</oasis:entry>
         <oasis:entry colname="col12">61.8</oasis:entry>
         <oasis:entry colname="col13">57.2</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Balanced</oasis:entry>
         <oasis:entry colname="col3">14.4</oasis:entry>
         <oasis:entry colname="col4">14.5</oasis:entry>
         <oasis:entry colname="col5">11.2</oasis:entry>
         <oasis:entry colname="col6">11.8</oasis:entry>
         <oasis:entry colname="col7">4.5</oasis:entry>
         <oasis:entry colname="col8">35.7</oasis:entry>
         <oasis:entry colname="col9">30.5</oasis:entry>
         <oasis:entry colname="col10">26.4</oasis:entry>
         <oasis:entry colname="col11">22.8</oasis:entry>
         <oasis:entry colname="col12">25.6</oasis:entry>
         <oasis:entry colname="col13">21.1</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Right/<inline-formula><mml:math id="M172" display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M173" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>m)</oasis:entry>
         <oasis:entry colname="col2">Initial</oasis:entry>
         <oasis:entry colname="col3">31.9</oasis:entry>
         <oasis:entry colname="col4">27.4</oasis:entry>
         <oasis:entry colname="col5">22.5</oasis:entry>
         <oasis:entry colname="col6">54.2</oasis:entry>
         <oasis:entry colname="col7">149.3</oasis:entry>
         <oasis:entry colname="col8">254.2</oasis:entry>
         <oasis:entry colname="col9">154.7</oasis:entry>
         <oasis:entry colname="col10">96.3</oasis:entry>
         <oasis:entry colname="col11">82.1</oasis:entry>
         <oasis:entry colname="col12">70.5</oasis:entry>
         <oasis:entry colname="col13">66.9</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Balanced</oasis:entry>
         <oasis:entry colname="col3">31.6</oasis:entry>
         <oasis:entry colname="col4">33.1</oasis:entry>
         <oasis:entry colname="col5">26.1</oasis:entry>
         <oasis:entry colname="col6">15.9</oasis:entry>
         <oasis:entry colname="col7">10.6</oasis:entry>
         <oasis:entry colname="col8">39.8</oasis:entry>
         <oasis:entry colname="col9">35.3</oasis:entry>
         <oasis:entry colname="col10">29.6</oasis:entry>
         <oasis:entry colname="col11">24.7</oasis:entry>
         <oasis:entry colname="col12">16.6</oasis:entry>
         <oasis:entry colname="col13">10.7</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Right/<inline-formula><mml:math id="M174" display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula> (<inline-formula><mml:math id="M175" display="inline"><mml:mrow class="unit"><mml:mi mathvariant="normal">µ</mml:mi></mml:mrow></mml:math></inline-formula>m)</oasis:entry>
         <oasis:entry colname="col2">Initial</oasis:entry>
         <oasis:entry colname="col3">3.7</oasis:entry>
         <oasis:entry colname="col4">4.8</oasis:entry>
         <oasis:entry colname="col5">9.6</oasis:entry>
         <oasis:entry colname="col6">18.0</oasis:entry>
         <oasis:entry colname="col7">51.5</oasis:entry>
         <oasis:entry colname="col8">173.9</oasis:entry>
         <oasis:entry colname="col9">96.6</oasis:entry>
         <oasis:entry colname="col10">59.2</oasis:entry>
         <oasis:entry colname="col11">46.9</oasis:entry>
         <oasis:entry colname="col12">45.9</oasis:entry>
         <oasis:entry colname="col13">38.9</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"/>
         <oasis:entry colname="col2">Balanced</oasis:entry>
         <oasis:entry colname="col3">8.3</oasis:entry>
         <oasis:entry colname="col4">10.4</oasis:entry>
         <oasis:entry colname="col5">6.2</oasis:entry>
         <oasis:entry colname="col6">4.3</oasis:entry>
         <oasis:entry colname="col7">9.7</oasis:entry>
         <oasis:entry colname="col8">30.7</oasis:entry>
         <oasis:entry colname="col9">17.1</oasis:entry>
         <oasis:entry colname="col10">12.0</oasis:entry>
         <oasis:entry colname="col11">6.8</oasis:entry>
         <oasis:entry colname="col12">12.6</oasis:entry>
         <oasis:entry colname="col13">3.2</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <?xmltex \floatpos{p}?><fig id="Ch1.F9" specific-use="star"><?xmltex \currentcnt{9}?><?xmltex \def\figurename{Figure}?><label>Figure 9</label><caption><p id="d1e5916">The initial and residual vibration after applying the proposed method. <bold>(a)</bold> Left-hand side. <bold>(b)</bold> Right-hand side.</p></caption>
          <?xmltex \igopts{width=312.980315pt}?><graphic xlink:href="https://ms.copernicus.org/articles/12/85/2021/ms-12-85-2021-f09.png"/>

        </fig>

      <p id="d1e5932">After completing the counterweight vector identification, the identified
results need to be added on the corresponding mass disks to suppress the
unbalance vibration. Since there are 10 evenly distributed holes on the
third and fifth disks for adding counterweight screws, and the weight of the counterweight screws is limited to certain values, the identified
counterweight vector needs to be decomposed into different holes of the
disks. In this specific case, in order to realize the correction process,
0.5 and 0.8 g screws are added to the fifth and eighth holes of the third disk, respectively, while 0.9 g and 0.5 g screws are added to the first and fifth holes of the fifth disk, respectively.</p>
      <p id="d1e5935">In order to observe the change in the axis orbit along with radial direction before and after the balancing procedure, the three-dimensional holospectrum
vibration in the full speed range on the measuring plane is illustrated in Fig. 9. The outer (red) curve represents the initial vibration and the inner (green) curve is the residual vibration after the balancing procedure.</p>
      <p id="d1e5938">As shown in Fig. 9 and Table 3, the system can operate smoothly through the
first critical speed, while the unbalance vibration is significantly reduced
even in the full speed range. The comparison between the initial vibration and the residual vibration shows that the proposed unbalance identification
procedure is effective, and the counterweight vector, as identified by the
dynamics model and the proposed method, is accurate.</p>
      <p id="d1e5941">It can be seen that the residual unbalance response is not completely
suppressed after the balancing operation. The possible error sources are as follows: first, the rotor platform manufacturing and assembly accuracy limit the dynamic balancing effect. In the presented case, there is a<?pagebreak page93?> specific
initial bending of the experimental rotor: since both bending-induced vibration and unbalanced vibration present the same rotating-frequency
characteristics, the bending-induced vibration will be regarded as
unbalanced vibration in the unbalance identification process, which leads to some fake balancing operations during the experiment. Second, the accuracy
of the dynamic model needs to be further improved. There are still
differences between the model-based vibration modal data and the actual rotor state. Finally, the balancing quality is affected by other factors,
such as the accuracy of data collection and the robustness of the rotor
system.</p>
      <p id="d1e5944">In addition, when the speed is lower than 3800 r/min, the residual unbalance response becomes larger as the speed decreases. This phenomenon
can be explained as follows: the rotor vibration is the result of the
combined action of fault factors such as bending, unbalance, electromagnetic interference, and both the mechanical and electrical run-out, among others. The unbalance vibration only accounts for a lesser share
of the overall vibration at the lower speed, and the vibration response is
mainly caused by non-unbalance factors. This explains why the residual
response at low speed in Fig. 9 is higher than that at 3800 r/min after
dynamic balancing.</p>
</sec>
</sec>
<sec id="Ch1.S5" sec-type="conclusions">
  <label>5</label><title>Conclusions</title>
      <p id="d1e5957">In order to tackle the unbalance problem, a modal-based balancing method for a high-speed rotor without trial weights is proposed. The effectiveness of the
proposed method is verified by using an experimental rotor platform. Based
on the results, the following conclusions are derived.
<?xmltex \hack{\newpage}?>
<list list-type="order"><list-item>
      <p id="d1e5964">The EP obtained by the MSO can replace the excitation effect of all the correcting planes, and then the distributed unbalanced vector can be
equivalently concentrated on the EP through the MEP, without changing the rotor modal characteristics.</p></list-item><list-item>
      <p id="d1e5968">A modal-based unbalance identification method for a high-speed rotor is proposed by using modal analysis and the MEP, which only needs to collect vibration data below critical speed and does not need to add trial weights
in the balancing process.</p></list-item><list-item>
      <p id="d1e5972">The effectiveness of the proposed balancing method is validated by
numerical simulation and field experiment. The results show that the
proposed method can suppress the unbalance vibration effectively while ensuring smooth and safe operation of the rotor at high speed.</p></list-item></list>
Although this method demonstrates a good balancing effect, there are many factors in the industrial application that can influence the result, such as
the validity of vibration data or the accuracy of the dynamic model. These are issues in need of further research to obtain better results. To
this end, signal-processing methods should be introduced to eliminate the
interference of other faults with the same unbalance frequency characteristics, such as the form error of the measurement section, electromagnetic interference,
material anisotropy, or bending. Furthermore, the accuracy of the dynamic model can also be improved by combining theory with experiment.</p><?xmltex \hack{\newpage}?>
</sec>

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

      <p id="d1e5981">All data included in this study are available upon
reasonable request by contacting the corresponding author.</p>
  </notes><notes notes-type="authorcontribution"><title>Author contributions</title>

      <p id="d1e5987">YZ and ML designed the conceptualization, methodology
and formal analysis. YZ, ML and XW performed data acquisition and
validation. YZ, ML, HY and YG prepared the original manuscript. YZ and HY
revised the manuscript.</p>
  </notes><notes notes-type="competinginterests"><title>Competing interests</title>

      <p id="d1e5993">The authors declare that they have no conflict of interest.</p>
  </notes><notes notes-type="sistatement"><title>Special issue statement</title>

      <p id="d1e5999">This article is part of the special issue “Robotics and advanced manufacturing”. It is not associated with a conference.</p>
  </notes><notes notes-type="financialsupport"><title>Financial support</title>

      <p id="d1e6005">This research was funded by the National Natural Science Foundation of China, grant no. 52075408, the National Key Research and Development Program of China, grant no. 2016YFB1102502, and the Key Research and Development Program in Shaanxi Province of China, grant no. 2020ZDLGY14-05.</p>
  </notes><notes notes-type="reviewstatement"><title>Review statement</title>

      <p id="d1e6011">This paper was edited by Haiyang Li and reviewed by two anonymous referees.</p>
  </notes><ref-list>
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  </ref-list></back>
    <!--<article-title-html>A modal-based balancing method for a high-speed rotor without trial weights</article-title-html>
<abstract-html><p>The unbalance-induced vibration of a high-speed rotor directly affects the manufacturing accuracy. To effectively suppress this
undesired vibration and avoid the complicated process of using trial weights
during the balancing adjustment, a modal-based balancing method for a high-speed rotor without trial weights is proposed. First, the matrix sweep
operation is employed to acquire the unbalance equivalent plane (EP). Next, the equivalent concentration methods, using the vector feedback principle (VFP) and modal equivalent principle (MEP), respectively, are studied and compared, while the equivalent transfer of the continuous unbalance vector to the EP is realized. Then, through modal analysis and the MEP, a balancing method, without trial weights required, is proposed for the high-speed rotor, which only needs to collect vibration data below critical speed. Finally, the rotor model and
the presented method are validated on a rotor test platform, where the simulation and experiment results show that the unbalance-induced vibration has been effectively suppressed, ensuring smooth and safe operation of the
rotor at high speed.</p></abstract-html>
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