<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">ENG</journal-id><journal-title-group><journal-title>Engineering</journal-title></journal-title-group><issn pub-type="epub">1947-3931</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/eng.2011.37086</article-id><article-id pub-id-type="publisher-id">ENG-6149</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Engineering</subject></subj-group></article-categories><title-group><article-title>
 
 
  Dynamic Stability Analysis of Periodically Time-Varying Rotor System with a Transverse Crack
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>ostin</surname><given-names>D. Untaroiu</given-names></name><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Alexandrina</surname><given-names>Untaroiu</given-names></name></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Mihail</surname><given-names>Boiangiu</given-names></name></contrib></contrib-group><author-notes><corresp id="cor1">* E-mail:<email>costin@virginia.edu(ODU)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>19</day><month>07</month><year>2011</year></pub-date><volume>03</volume><issue>07</issue><fpage>719</fpage><lpage>725</lpage><history><date date-type="received"><day>January</day>	<month>19,</month>	<year>2011</year></date><date date-type="rev-recd"><day>June</day>	<month>30,</month>	<year>2011</year>	</date><date date-type="accepted"><day>July</day>	<month>7,</month>	<year>2011</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  Fatigue cracks may appear in horizontal rotating machinery due to periodic stresses imposed to its shaft. The investigation of stability behavior of cracked rotors can lead to proper diagnosis of machinery and to prevent possible accidents caused by the rotor failure. In this study, the dynamic stability of a rotor with a transverse crack is investigated. Models of both open and breathing cracks are developed and then used in the model of a cracked Jeffcot (de Laval) rotor. The stability of rotor motion equations represented by differential equations with periodic coefficients is investigated using Floquet theory. While both crack models show instability regions around the first un-damped frequency, sub-harmonic regions are predicted by the breathing crack models. Compared to perturbation methods frequently used to determine the stability regions, the transition matrix approach used in this study can be applied to complex models of rotors and consequently may help in the identification of cracks in rotating machinery.
 
</p></abstract><kwd-group><kwd>Rotordynamics</kwd><kwd> Cracked Rotors</kwd><kwd> Stability</kwd><kwd> Breathing Crack</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Rotordynamic systems, such as gas turbine and compressors, are extensively used in industry for many decades. Even though the stability of rotordynamic systems during operation is a major design requirement, their extensive use under heavy loadings may lead to occurrence of fatigue cracks, which can propagate and generate serious accidents [<xref ref-type="bibr" rid="scirp.6149-ref1">1</xref>]. Therefore, the investigation of vibrational characteristics of the cracked rotors has gained significant attention during the last decades [1,2].</p><p>The presence of a crack in a rotor shaft introduces a local flexibility that affects its vibration response, and its stability [2,3]. The fatigue cracks in the shaft of rotors are usually transverse, so the model of a rotordynamic system becomes asymmetric (open crack model). In addition, the crack may open and close as shaft rotates due to the rotor weight or unbalance, which leads to periodically time-varying equations of motion for the system (breathing crack model).</p><p>A traditional approach to investigate the stability of rotor systems with cracks is to apply pertur-bation methods [<xref ref-type="bibr" rid="scirp.6149-ref4">4</xref>] to determine approximations of stability borderlines. This approach provides intuitive values of sub/ super-harmonic resonances of un-damped cracked rotors, but its application to complex rotor models is limited.</p><p>In this paper, the stability of a cracked rotor system at operating speeds below the first critical speed is investigated. The analysis uses Floquet’s theory [4,5], which involves computation of a transition matrix over a time period. The stability boundaries are determined by checking the stability of systems corresponding to points of uniform mesh within the domain of interest. The approach proposed is illustrated through a numeric example of a simple Jeffcott (de Laval) rotor model and two crack models (open and breathing). Even though the current approach is more computational expensive than the perturbation method, the advantage is that it can be applied to any rotor or structure which has one or multiple cracks.</p></sec><sec id="s2"><title>2. Equation of Motions</title><p>Rotor systems usually consist of many disks attached to a shaft that are constrained by bearings, dampers, seals etc. to a small lateral motion. For simplicity, a horizontal Jeffcott rotor with a disk of mass m mounted at mid-span of a massless elastic shaft is considered in this study. The coordinates x, y and ξ, η represent the stationary and rotating axes (<xref ref-type="fig" rid="fig1">Figure 1</xref>). The eccentricity of the mass center of the disc from the geometric centre of the disc is e. The rotational speed and the damping coefficient are Ω and c, respectively.</p><p>Since the local flexibility induced by the transverse crack generates equations of motion with periodic stiffness coefficients in the fixed reference frame, the equations of motion of Jeffcott rotor are expressed in a rotating frame as follows:</p><disp-formula id="scirp.6149-formula138622"><label>(1)</label><graphic position="anchor" xlink:href="7-8101340\b20c4fe8-1bab-48d3-be86-da6ff1591ad6.jpg"  xlink:type="simple"/></disp-formula><p>where<img src="7-8101340\f4cf15bc-83f1-4247-94df-1919a6ab30ca.jpg" />, <img src="7-8101340\78d9d5d5-a6ec-489b-a4eb-d2746395970b.jpg" />are direct stiffnesses along ξ, η directions, and<img src="7-8101340\a73d29cc-5d2e-48f1-a75f-8b7cd5d18876.jpg" />, <img src="7-8101340\808f43c9-a818-4d3d-a808-22193fb882fb.jpg" />are cross-coupled stiffnesses. The formulas for these stiffness coefficients for a cracked rotor are derived using the theory developed in [<xref ref-type="bibr" rid="scirp.6149-ref6">6</xref>] by Dimarogonas and Paipetis in the following section.</p></sec><sec id="s3"><title>3. Determination of Stiffness Coefficients of Cracked Rotor</title><p>This study considers a general case with a shaft with radius R and a transverse crack of depth a (see <xref ref-type="fig" rid="fig2">Figure 2</xref>). In the cross-section of crack, the shaft is loaded with axial force P<sub>1</sub>, shear forces P<sub>2</sub> and P<sub>3</sub>, bending moments P<sub>4</sub> and P<sub>5</sub>, and torsion moment P<sub>6</sub>. The transverse crack induces additional strain energy U<sub>c</sub> calculated based on the stain energy density function J:</p><disp-formula id="scirp.6149-formula138623"><label>(2)</label><graphic position="anchor" xlink:href="7-8101340\8a762689-31e2-4df4-8af5-3e2c1c433328.jpg"  xlink:type="simple"/></disp-formula><p>The stain energy density function J is calculated based on the theory of fracture mechanics and has the following form [<xref ref-type="bibr" rid="scirp.6149-ref7">7</xref>]:</p><disp-formula id="scirp.6149-formula138624"><label>(3)</label><graphic position="anchor" xlink:href="7-8101340\7b44bbc7-50b0-4a9e-8491-25732baebbe9.jpg"  xlink:type="simple"/></disp-formula><p>where E is the modulus of elasticity, ν is the Poisson ratio (0.3 for steel), K<sub>ij</sub> are the crack stress intensity factors for the fracture modes (<img src="7-8101340\a7e79f9b-2c30-4019-9d04-77538b7a52c5.jpg" />), and P<sub>j</sub> are the loads.</p><p>The additional displacement u<sub>i</sub> induced by the crack can be calculated using Castigliano’s theorem as follows [<xref ref-type="bibr" rid="scirp.6149-ref5">5</xref>]:</p><disp-formula id="scirp.6149-formula138625"><label>(4)</label><graphic position="anchor" xlink:href="7-8101340\568b1cfe-f517-427c-93c6-a624af92d2a0.jpg"  xlink:type="simple"/></disp-formula><p>The local flexibility coefficient c<sub>ij</sub> due to the crack per unit depth along all directions are:</p><disp-formula id="scirp.6149-formula138626"><label>(5)</label><graphic position="anchor" xlink:href="7-8101340\3bdf9ef6-bd2f-438f-9b8a-3bdcf7882992.jpg"  xlink:type="simple"/></disp-formula><p>Assuming a transversal crack located at the middle of the shaft next to the disk, the additional deflections due to the crack along the x and h directions, <img src="7-8101340\d31d324f-e250-4704-abe1-5cc83d03baaa.jpg" />and<img src="7-8101340\32361fbd-f6be-490d-a486-cfa5972bfa40.jpg" />, are estimated applying Equation (2):</p><disp-formula id="scirp.6149-formula138627"><label>(6)</label><graphic position="anchor" xlink:href="7-8101340\3981b434-2a68-41c3-b17b-287171d70adf.jpg"  xlink:type="simple"/></disp-formula><p>For a completely open crack the area integration is:</p><disp-formula id="scirp.6149-formula138628"><label>(7)</label><graphic position="anchor" xlink:href="7-8101340\7d166d37-c975-485c-804c-53e8ea5c22d9.jpg"  xlink:type="simple"/></disp-formula><p>If the influence of the axial force and torsion moment are neglected, since it is known their influence on the additional transversal deflections is low, the stain energy density function has the following form:</p><disp-formula id="scirp.6149-formula138629"><label>(8)</label><graphic position="anchor" xlink:href="7-8101340\b9764240-24e2-4c71-951e-6abf8f1c9cf3.jpg"  xlink:type="simple"/></disp-formula><p>The stress intensity factors [<xref ref-type="bibr" rid="scirp.6149-ref7">7</xref>] from the above expression are:</p><disp-formula id="scirp.6149-formula138630"><label>(9)</label><graphic position="anchor" xlink:href="7-8101340\eb92eea6-6194-4b94-a4f5-520d3d66d6c8.jpg"  xlink:type="simple"/></disp-formula><p>Here <img src="7-8101340\a37cd44b-d6e2-4522-ba9e-00f12ca99841.jpg" /> is a shape coefficient for circular cross section, <img src="7-8101340\91837b3a-1432-44fd-a56e-2d9f17bffb8b.jpg" />and:</p><disp-formula id="scirp.6149-formula138631"><label>(10)</label><graphic position="anchor" xlink:href="7-8101340\37099a9d-9bb8-413c-a522-729be275aa36.jpg"  xlink:type="simple"/></disp-formula><p>The total deflections x and h are obtained by summing the initial deflections (without crack) and the additional deflections induced by the crack calculated by replacing Expressions (8)-(11) into Equations (6).</p><disp-formula id="scirp.6149-formula138632"><label>(11)</label><graphic position="anchor" xlink:href="7-8101340\c0b073c0-9bc6-4fc5-96a3-745c9d067c14.jpg"  xlink:type="simple"/></disp-formula><p>where</p><disp-formula id="scirp.6149-formula138633"><label>(12)</label><graphic position="anchor" xlink:href="7-8101340\a271091d-9a7a-4d60-b0bf-4ac29060acea.jpg"  xlink:type="simple"/></disp-formula><p><img src="7-8101340\f78d7672-cc6d-4c48-bde1-029d01a886ad.jpg" />and <img src="7-8101340\a7fb2a9f-e6c8-4b75-8578-23a42da2a12a.jpg" /> are obtained from the system of Equation (11) as follows:</p><p><img src="7-8101340\bff54eb7-fc3a-4184-bb69-e851dc054be7.jpg" />;<img src="7-8101340\ad989e68-bdbc-4836-9154-78778aa35bdb.jpg" /> (13)</p><p>However:</p><disp-formula id="scirp.6149-formula138634"><label>(14)</label><graphic position="anchor" xlink:href="7-8101340\b4b236e1-62e8-46ee-82ff-caf292426bf5.jpg"  xlink:type="simple"/></disp-formula><p>Thus, the stiffness coefficients are obtained from Equations (13) and (14):</p><disp-formula id="scirp.6149-formula138635"><label>(15)</label><graphic position="anchor" xlink:href="7-8101340\947f201e-0743-41db-9570-e9a00816e8b9.jpg"  xlink:type="simple"/></disp-formula><p>In the case of a completely open crack due to symmetry<img src="7-8101340\705ea593-bd27-4aef-aa92-d13dcbfec245.jpg" />, so the stiffness coefficients are:</p><disp-formula id="scirp.6149-formula138636"><label>(16)</label><graphic position="anchor" xlink:href="7-8101340\1ca62be5-0178-4f69-a5bf-2a6931b79d99.jpg"  xlink:type="simple"/></disp-formula><p>Introducing the following parameters:</p><disp-formula id="scirp.6149-formula138637"><label>(17)</label><graphic position="anchor" xlink:href="7-8101340\99ef656f-7685-4e23-b7a3-ee956c1f7f69.jpg"  xlink:type="simple"/></disp-formula><p>The homogeneous systems of equations in the case of an open crack are:</p><disp-formula id="scirp.6149-formula138638"><label>(18)</label><graphic position="anchor" xlink:href="7-8101340\7bfd8a96-2bc3-462c-ada4-05cfd9de81e4.jpg"  xlink:type="simple"/></disp-formula><p>where</p><disp-formula id="scirp.6149-formula138639"><label>(19)</label><graphic position="anchor" xlink:href="7-8101340\8179f4ed-911d-4b05-97dc-aaa3cd7dbc35.jpg"  xlink:type="simple"/></disp-formula><p>During the shaft rotation, the axial loads in the section of the crack may change continuously due to the rotor self-weight and unbalance. When the cracked section is under compressive load the shaft behaves as if has no crack, and when it is under traction load the crack opens. Due to these fluctuations, the crack is said to be breathing and in the equations of motion appear time-dependent coefficients.</p><p>The stiffness coefficients were calculated by Jun et al. [<xref ref-type="bibr" rid="scirp.6149-ref8">8</xref>] using a complex method in which a partially open/ close crack is assumed. However, the stiffness coefficients showed an almost similar variation like “classic” model, which assumes that the sign of ξ indicates full crack opening and closing. For simplicity, in this study, the “classic” model is employed, so the stiffness matrix for a breathing crack model has the following form:</p><p>&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;<img src="7-8101340\e15850cb-b53a-478c-bd82-ba87ca72b766.jpg" />where <img src="7-8101340\f71f4f53-863f-4138-a499-ce19d7b017e7.jpg" />&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160; &#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;&#160;(20)</p><disp-formula id="scirp.6149-formula138640"><label>(21)</label><graphic position="anchor" xlink:href="7-8101340\63798560-2d36-4029-84c4-bf17a603a741.jpg"  xlink:type="simple"/></disp-formula></sec><sec id="s4"><title>4. Stability Analysis Using the Floquet Theory</title><p>To apply Floquet theory, the second-order equations of motion (Equation (18)) is reduced to a first-order differential system [<xref ref-type="bibr" rid="scirp.6149-ref9">9</xref>]:</p><disp-formula id="scirp.6149-formula138641"><label>(22)</label><graphic position="anchor" xlink:href="7-8101340\8d394f10-a433-4784-97fd-409e2f9117fc.jpg"  xlink:type="simple"/></disp-formula><p>or <img src="7-8101340\bf620d4a-5cb2-4d84-ae8f-ea997122187c.jpg" /> <img src="7-8101340\d2915a67-bf9e-4de9-9122-6bc8db0a9746.jpg" /> where</p><disp-formula id="scirp.6149-formula138642"><label>(23)</label><graphic position="anchor" xlink:href="7-8101340\b2c13a55-e8a7-4864-8d85-d28bcf8db8f6.jpg"  xlink:type="simple"/></disp-formula><p>Based on Floquet theory [<xref ref-type="bibr" rid="scirp.6149-ref5">5</xref>], the solution of Equation (23) has the following form:</p><disp-formula id="scirp.6149-formula138643"><label>(24)</label><graphic position="anchor" xlink:href="7-8101340\af38e8e5-529b-434e-90b7-369d39aff4f5.jpg"  xlink:type="simple"/></disp-formula><p>where <img src="7-8101340\394c3025-19f2-40c0-8b7b-58a536c81187.jpg" /> and <img src="7-8101340\205e7955-9472-4c95-8849-14ade1b59825.jpg" /> are 4 &#215; 1 column matrices, and <img src="7-8101340\642d5b54-2491-40f2-ab04-91bb07408405.jpg" /> is a 4 &#215; 4 square matrix with period<img src="7-8101340\1974cd9c-bdb4-4b74-83b7-ce2d8b845ed2.jpg" />. Replacing <img src="7-8101340\9e1389cc-740f-4d83-94e0-13e5559b45fa.jpg" />into the Equation (24)</p><disp-formula id="scirp.6149-formula138644"><label>(25)</label><graphic position="anchor" xlink:href="7-8101340\3147df6e-bee6-48c6-9bb6-46219e732bef.jpg"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.6149-formula138645"><label>(26)</label><graphic position="anchor" xlink:href="7-8101340\2b22a252-fa32-46c5-a626-3ce01b8a6c14.jpg"  xlink:type="simple"/></disp-formula><p>Thus, the solution of Equation (24) can be expressed as:</p><disp-formula id="scirp.6149-formula138646"><label>(27)</label><graphic position="anchor" xlink:href="7-8101340\1871c438-f990-4e0d-af67-1b391af5bf83.jpg"  xlink:type="simple"/></disp-formula><p>where <img src="7-8101340\10710968-6256-44ec-9934-050ebe379883.jpg" /> is the fundamental matrix of system (23) and has following property<img src="7-8101340\2cbe531a-5395-43b0-8df5-1018248df994.jpg" />.</p><p><img src="7-8101340\5faf2921-918c-4c38-8f9d-815a3b689dfe.jpg" />is a solution of system (23) with following property <img src="7-8101340\e95ec9da-ca6a-41c6-8298-6a3715762ff9.jpg" /></p><p>Introducing <img src="7-8101340\eee37f56-2d1d-4319-b76b-ab38957bbd07.jpg" /> in Equation (27) result:</p><disp-formula id="scirp.6149-formula138647"><label>(28)</label><graphic position="anchor" xlink:href="7-8101340\17fbf6d6-96ba-45ba-9e1f-9c4fe36c3ba4.jpg"  xlink:type="simple"/></disp-formula><p>The square matrix <img src="7-8101340\707bf4df-153d-4b0d-99ee-e61b70b5d619.jpg" /> is called the “transition matrix” or the “monodromy matrix”. From Equations (25)-(28) one can obtain</p><disp-formula id="scirp.6149-formula138648"><label>(29)</label><graphic position="anchor" xlink:href="7-8101340\ab3e5df3-8828-484a-8c6c-d56d84109e5b.jpg"  xlink:type="simple"/></disp-formula><p>where the column vector <img src="7-8101340\bef2e482-b515-4ab1-9211-17e58308f242.jpg" /> is the i-th column of matrix<img src="7-8101340\9d6ec99f-bf08-495e-a61b-a01d0e72cde2.jpg" />. Since <img src="7-8101340\996b70f3-86f9-4732-9a9a-087c2a43bf2a.jpg" /> are independent:</p><disp-formula id="scirp.6149-formula138649"><label>(30)</label><graphic position="anchor" xlink:href="7-8101340\5568e596-a864-4c34-b199-0b69e2840aec.jpg"  xlink:type="simple"/></disp-formula><p>where <img src="7-8101340\4027b38a-f0ef-4bcb-82a0-da9a1a5ae530.jpg" /> are the eigenvalues of the <img src="7-8101340\12c854ad-ac92-4f1c-b1ef-bbe2508e43a9.jpg" /> matrix.</p><disp-formula id="scirp.6149-formula138650"><label>(31)</label><graphic position="anchor" xlink:href="7-8101340\8cc6abbb-8536-47f0-9a2c-178656f7daa4.jpg"  xlink:type="simple"/></disp-formula><p>The system (22) is unstable if there is an eigenvalue which has the real part <img src="7-8101340\4bbc2267-d4d7-4510-bad3-05524cd29e65.jpg" /> (or<img src="7-8101340\2200e6fb-133b-4aa1-b1d2-477a707cd37f.jpg" />), otherwise the system is stable. For a certain system, the columns of transition matrix can be obtained using a numerical integration method and then its eigenvalues are derived to check the stability of the system.</p></sec><sec id="s5"><title>5. A Numerical Example</title><p>A Jeffcott rotor with a disk (m = 50 kg) fastened to the middle of a shaft with the length l = 1.27 m and the radius r = 50.8 mm is used to illustrate the stability approach presented in this study. Both open and breathing crack models are used to simulate a transverse crack in the mid-shaft. It is known that the stability depends on: the crack depth a, the rotational speed Ω, and external damping c. Therefore, a plane defined by the dimensionless crack depth <img src="7-8101340\cbfd9928-161e-45af-a1c9-7f66eddc430f.jpg" /> axis and the dimensionless rotational speed <img src="7-8101340\fba500e8-1cc1-48c1-883f-25625fb495e9.jpg" /> was uniformly meshed (where <img src="7-8101340\ffca24d1-b00e-4596-900a-284aff8a0232.jpg" /> is the first critical speed of the un-cracked rotor). The stability of each point of the mesh was checked using a program developed in MatLab code. In this code, the transition matrix is calculated using a Runge-Kutta integration method, and then its eigenvalues are derived to check the stability of the cracked rotor. In the case of an unstable point, the point was marked with a dot on the figure, so the dotted zones represent the instability regions for a cracked rotor. To see the effect of external damping on the stability of cracked rotor, in addition to undamped case (<xref ref-type="fig" rid="fig3">Figure 3</xref>), two damped cases (γ = 0.015, 0.03) are investigated as well (Figures 4 and 5).</p><p>Obviously, substantial differences between the two crack models are observed. The rotor with an open crack model behaves like an asymmetric rotor [10,11]. The system has an instability region around <img src="7-8101340\8fac781d-8721-4d14-a537-28ac54c00e44.jpg" /> (<xref ref-type="fig" rid="fig3">Figure 3</xref>(a)) between the natural frequencies measured along the directions of principal axes. As can be seen, the instability of the system increases significantly when the crack depth increases. When external damping is added to the system (<xref ref-type="fig" rid="fig4">Figure 4</xref>(a)) and then increased (<xref ref-type="fig" rid="fig5">Figure 5</xref>(a)), the instability region disappears at low crack depth and is slightly reduced at high crack depths.</p><p>The model of a rotor with a breathing crack predicts</p><p>more complex instability regions (<xref ref-type="fig" rid="fig3">Figure 3</xref>(b)). In the case of an un-damped cracked model, large number of instability regions starts from the regions corresponding to small crack depths and then expands into the regions corresponding to larger crack depths. Compared to the open crack un-damped model, instability regions can be observed even for the regions corresponding to small rotating speeds and relatively large crack depths. As can be observed, adding external damping to the system improves considerably the stability of the rotor (<xref ref-type="fig" rid="fig4">Figure 4</xref>(b)). In addition to the instability region around <img src="7-8101340\0be93e74-e1f9-40ed-8269-5ac8445e814b.jpg" /> which seems slightly reduced than that of open crack model, several sub-harmonic instability regions (<xref ref-type="fig" rid="fig4">Figure 4</xref>(b)) are observed around <img src="7-8101340\de3bb07b-23bb-440d-a5ee-7555e6dfa771.jpg" /> [<xref ref-type="bibr" rid="scirp.6149-ref12">12</xref>]. As external damping increases, sub-harmonic instability regions disappear and the harmonic and the first sub-harmonic instability regions move toward the regions corresponding to larger crack depths (<xref ref-type="fig" rid="fig5">Figure 5</xref>(b)). In addition to the harmonic and sub-harmonic instability regions, it should be mention that the cracked rotors have also a super-harmonic instability region (around<img src="7-8101340\4825ef43-4456-45d0-9d40-1ba12afd9d8e.jpg" />) [<xref ref-type="bibr" rid="scirp.6149-ref12">12</xref>], which for simplicity has not been analyzed in this study.</p><p>Compared to the perturbation methods [<xref ref-type="bibr" rid="scirp.6149-ref4">4</xref>] usually employed to determine the instability regions of a cracked rotor (e.g. straightforward expansion, Lindstedt-Poicare method, the method of multiple scales, etc.), the transition matrix approach used in study avoids any simplification in the equations of motion of the cracked rotor. Therefore, the transition method can be applied not only on simplified rotor models (e.g. Jeffcot model) as perturbation methods, but also in complex rotor models. The main disadvantage of current method is the high computational cost, because it requires the verification of rotor stability for each crack depth and rotational speed. However, the continuous increase of computational speed recommends it for rotor modeled by sophisticated computational methods (e.g. finite element method [13,14]). Finally, the stability diagrams developed with the cracked rotor model and pattern recognition techniques [<xref ref-type="bibr" rid="scirp.6149-ref15">15</xref>] could be used in monitoring the condition of industrial rotors [<xref ref-type="bibr" rid="scirp.6149-ref16">16</xref>].</p></sec><sec id="s6"><title>6. Conclusions</title><p>In this study, the transition matrix approach was successfully applied in calculation of stability regions of a cracked rotor. The additional stiffness introduced by a transversal crack was calculated using two models: open crack and breathing crack. In addition to the instability region around the critical frequency predicted by the open crack model, several sub-harmonic instability regions were predicted by the breathing crack model. Adding an external damping showed a significant reduction of instability regions for both crack models. Compared to the perturbation methods, the transition matrix approach used in study does not require any simplification of the equation of motion and may be applied in the future for complex rotor models.</p></sec><sec id="s7"><title>7. REFERENCES</title></sec></body><back><ref-list><title>References</title><ref id="scirp.6149-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">Y. Ishida, “Cracked Rotors: Industrial Machine Case Histories and Nonlinear Effects Shown by Simple Jeffcott Rotor,” Mechanical Systems and Signal Processing, Vol. 22, No. 4, 2008, pp. 805-817. 
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