<?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">JMP</journal-id><journal-title-group><journal-title>Journal of Modern Physics</journal-title></journal-title-group><issn pub-type="epub">2153-1196</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/jmp.2014.518197</article-id><article-id pub-id-type="publisher-id">JMP-52199</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Physics&amp;Mathematics</subject></subj-group></article-categories><title-group><article-title>
 
 
  Effect of Initial Stress on Wave Frequencies of Elastic Solid with Rotation
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>.</surname><given-names>A. Yahya</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>S.</surname><given-names>H. Elhag</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>M.</surname><given-names>F. Sanaa</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>A.</surname><given-names>M. A. Amry</given-names></name><xref ref-type="aff" rid="aff4"><sup>4</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>A.</surname><given-names>M. Abd-Alla</given-names></name><xref ref-type="aff" rid="aff5"><sup>5</sup></xref></contrib></contrib-group><aff id="aff3"><addr-line>Physics Department, Faculty of Science, Aswan University, Aswan, Egypt</addr-line></aff><aff id="aff4"><addr-line>Physics Department, Faculty of Science, Assiut University, Assiut, Egypt</addr-line></aff><aff id="aff1"><addr-line>Physics Department, Faculty of Science, Taif University, Taif, KSA</addr-line></aff><aff id="aff2"><addr-line>Mathematics Department, Faculty of Science, Taif University, Taif, KSA</addr-line></aff><aff id="aff5"><addr-line>Mathematics Department, Faculty of Science, Sohag University, Sohag, Egypt</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>gamal102@yahoo.com(.AY)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>04</day><month>12</month><year>2014</year></pub-date><volume>05</volume><issue>18</issue><fpage>2012</fpage><lpage>2021</lpage><history><date date-type="received"><day>27</day>	<month>September</month>	<year>2014</year></date><date date-type="rev-recd"><day>24</day>	<month>October</month>	<year>2014</year>	</date><date date-type="accepted"><day>21</day>	<month>November</month>	<year>2014</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>
 
 
  In this paper, the effect of initial stress on the radial vibrations of elastic hollow cylinder with rotation is discussed. The one-dimensional equation of elastodynamic is solved in terms of radial displacement. The frequency equation is obtained when the boundaries are free; fixed and mixed boundary condition is examined numerically. The determination is concerned with the eigenvalues of the natural frequency of the radial vibrations in the case of harmonic vibrations. The effect of rotation and initial stress on the natural frequencies was examined. It was shown that the dispersion curves of guided waves were significantly influenced by the rotation and initial stress of the elastic cylinder. Numerical results are given and illustrated graphically for each case considered. The results indicate that the effect of rotation and initial stress are very pronounced.
 
</p></abstract><kwd-group><kwd>Ealstodynamics</kwd><kwd> Radial Vibrations</kwd><kwd> Isotropic Material</kwd><kwd> Rotation</kwd><kwd> Elastic Hollow Cylinder</kwd><kwd> Initial Stress</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>The analysis of the dynamic problems of elastic bodies is an important and interesting research field for engineers and scientists. Toudeshky, et al. [<xref ref-type="bibr" rid="scirp.52199-ref1">1</xref>] investigated sound transmission into a thick hollow cylinder with the fixed end boundary condition. Hua et al. [<xref ref-type="bibr" rid="scirp.52199-ref2">2</xref>] investigated axisymmetric vibrations of a viscous-fluid-filled piezoelectric spherical shell and the associated radiation of sound. Hasheminejad and Mirzaei [<xref ref-type="bibr" rid="scirp.52199-ref3">3</xref>] studied exact 3D elasticity solution for free vibrations of an eccentric hollow sphere. Buchanan and Liu [<xref ref-type="bibr" rid="scirp.52199-ref4">4</xref>] investigated analysis of the free vibration of thick walled isotropic toroidal shells. Jianqiao, Qiujuan and Shan [<xref ref-type="bibr" rid="scirp.52199-ref5">5</xref>] studied the wave propagation in non-homogeneous magneto-eletro-elatic hollow cylinders. Abd-Alla, et al. [<xref ref-type="bibr" rid="scirp.52199-ref6">6</xref>] studied the effect of non-homogeneity on the composite infinite cylinder of isotropic material. Add-Alla, and Abo-Dahb [<xref ref-type="bibr" rid="scirp.52199-ref7">7</xref>] investigated time-harmonic sources in a generalized magneto-thermo-viscoelastic continuum with and without energy dissipation. The rotation of a non-homogeneous composite infinite cylinder of orthotropic and isotropic material, and the thermal stresses in a rotating non-homogeneous orthotropic hollow cylinder has been investigated by El-Naggar, et al. [<xref ref-type="bibr" rid="scirp.52199-ref8">8</xref>] - [<xref ref-type="bibr" rid="scirp.52199-ref10">10</xref>] . In [<xref ref-type="bibr" rid="scirp.52199-ref11">11</xref>] , Abd-Alla et al. investigated the effect of the rotation on a non-homogeneous infinite cylinder of orthotropic material. Abd-Alla et al. [<xref ref-type="bibr" rid="scirp.52199-ref12">12</xref>] studied the propagation of S-wave in a non-homo- geneous anisotropic incompressible and initially stressed medium under influence of gravity field. Gupta and shukla [<xref ref-type="bibr" rid="scirp.52199-ref13">13</xref>] studied the effect of nonhomomgeneity on elastic-plastic transition in a thin rotating disk. Chatzigeorgiou, et al. [<xref ref-type="bibr" rid="scirp.52199-ref14">14</xref>] investigated homogenization problems of a hollow cylinder made of elastic material with discontinuous properties. Abd-Alla, et al. [<xref ref-type="bibr" rid="scirp.52199-ref15">15</xref>] [<xref ref-type="bibr" rid="scirp.52199-ref16">16</xref>] investigated the effect of the non-homogeneity on the composite infinite cylinder of isotropic and orthotropic materials. Buchanan and Yii [<xref ref-type="bibr" rid="scirp.52199-ref17">17</xref>] studied the effect of symmetrical boundary conditions on the vibration of thick hollow cylinders. Ding, et al. [<xref ref-type="bibr" rid="scirp.52199-ref18">18</xref>] [<xref ref-type="bibr" rid="scirp.52199-ref19">19</xref>] studied the elastodynamic solution of a non-homogeneous orthotropic hollow cylinder, and a solution of a non-homogeneous orthotropic cylindrical shell for a xy-symmetric plane strain dynamic thermoelastic problem. Inclusion of arbitrary shape in magneto-electro-elastic composite materials has been investigated by Wang and Shen [<xref ref-type="bibr" rid="scirp.52199-ref20">20</xref>] . Hou et al. [<xref ref-type="bibr" rid="scirp.52199-ref21">21</xref>] obtained the analytical solution for the axisymmetric plane strain electro elastic dynamics of a non- homogeneous piezoelectric hollow cylinder. Hearmon [<xref ref-type="bibr" rid="scirp.52199-ref22">22</xref>] studied the elastic constants of anisotropic material. Hou and Leung [<xref ref-type="bibr" rid="scirp.52199-ref23">23</xref>] further studied the corresponding problem of magneto-electro-elastic hollow cylinders.</p><p>In this paper, we study the effect of initial stress on the radial vibrations of elastic hollow cylinder with rotation of a cylindrical region hollow of radius a, b with different boundary conditions (free-fixed-mixed). The one- dimensional equation of elastodynamics for isotropic media is solved. The numerical results of the frequency equation are discussed and plotted graphically.</p></sec><sec id="s2"><title>2. Formulation of the Problem</title><p>In this section, we derive the analytical formulation of the problem in cylindrical coordinates <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x5.png" xlink:type="simple"/></inline-formula> with the z-axis coinciding with the axis of the cylinder. We consider the strains symmetric about the z-axis. We have only the radial displacement<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x6.png" xlink:type="simple"/></inline-formula>, <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x7.png" xlink:type="simple"/></inline-formula>is a function of <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x8.png" xlink:type="simple"/></inline-formula> and <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x9.png" xlink:type="simple"/></inline-formula> only, the circumferential displacement <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x10.png" xlink:type="simple"/></inline-formula> and the longitudinal displacement<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x11.png" xlink:type="simple"/></inline-formula>, which are independent of <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x12.png" xlink:type="simple"/></inline-formula> and<inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x13.png" xlink:type="simple"/></inline-formula>. The stresses-displacement relation for cylindrically isotropic material in one dimension is in the form:</p><disp-formula id="scirp.52199-formula802"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x14.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula803"><label>. (1)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x15.png"  xlink:type="simple"/></disp-formula><p>The dynamical equation in the direction r, and taking the rotation term about z-axis as a body force is given by:</p><disp-formula id="scirp.52199-formula804"><label>(2)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x16.png"  xlink:type="simple"/></disp-formula><p>where <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x17.png" xlink:type="simple"/></inline-formula> is the uniform angular velocity and <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x18.png" xlink:type="simple"/></inline-formula> is the density of the cylinder material.</p><p>Substituting from Equation (1) into Equation (2) we obtain:</p><disp-formula id="scirp.52199-formula805"><label>(3)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x19.png"  xlink:type="simple"/></disp-formula><p>where</p><disp-formula id="scirp.52199-formula806"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x20.png"  xlink:type="simple"/></disp-formula><p>where P is the initial stress.</p></sec><sec id="s3"><title>3. Solution of the Problem</title><p>In this section, we obtain the analytical solution of above problem for a cylindrical region of inner radius a and outer radius b with different boundary conditions (free-fixed-mixed) by taking the harmonic vibrations. We simplify the function <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x21.png" xlink:type="simple"/></inline-formula> into Equation (3) as follows:</p><disp-formula id="scirp.52199-formula807"><label>(4)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x22.png"  xlink:type="simple"/></disp-formula><p>where <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x23.png" xlink:type="simple"/></inline-formula> is the natural frequency of the vibrations.</p><p>Substituting from Equation (4) into Equation (3) we get:</p><disp-formula id="scirp.52199-formula808"><label>(5)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x24.png"  xlink:type="simple"/></disp-formula><p>where</p><p><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x25.png" xlink:type="simple"/></inline-formula>.</p><p>The Equation (5) is called the homogeneous Bessel equation which its general solution is known and takes the form:</p><disp-formula id="scirp.52199-formula809"><label>(6)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x26.png"  xlink:type="simple"/></disp-formula><p>where A and B are arbitrary constants and <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x27.png" xlink:type="simple"/></inline-formula> and <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x27.png" xlink:type="simple"/></inline-formula><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x28.png" xlink:type="simple"/></inline-formula> denote Bessel’s functions of the first kind.</p><p>Substituting in Equation (1) from (6), the component of the stress <inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x29.png" xlink:type="simple"/></inline-formula> is given by:</p><disp-formula id="scirp.52199-formula810"><label>(7)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x30.png"  xlink:type="simple"/></disp-formula><p>We describe the different cases of the boundary conditions for the hollow cylinder in next section.</p></sec><sec id="s4"><title>4. Boundary Conditions and Frequency Equation</title><p>In this case, we are going to obtain frequency equation for the boundary conditions of the hollow cylinder.</p><p>We consider the following transformations:</p><disp-formula id="scirp.52199-formula811"><label>(8)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x31.png"  xlink:type="simple"/></disp-formula><p>to make all the quantities dimensionless where W<sub>1</sub> denote the frequency dimensionless.</p><sec id="s4_1"><title>4.1. Free Surface Traction</title><p>In this case, we are going to obtain frequency equation for the boundary conditions which specify that the free inner and outer surfaces of the hollow cylinder are free tractions from stresses.</p><disp-formula id="scirp.52199-formula812"><label>(9)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x32.png"  xlink:type="simple"/></disp-formula><p>Substituting from Equation (8) into Equation (7) and using Equation (9), we get two homogeneous linear equations in A and B:</p><disp-formula id="scirp.52199-formula813"><label>(10)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x33.png"  xlink:type="simple"/></disp-formula><p>Eliminating the constants A and B, we obtain the frequency equation in the form of a second order determinant as:</p><disp-formula id="scirp.52199-formula814"><label>(11)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x34.png"  xlink:type="simple"/></disp-formula><p>where</p><disp-formula id="scirp.52199-formula815"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x35.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula816"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x36.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula817"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x37.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula818"><label>. (12)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x38.png"  xlink:type="simple"/></disp-formula><p>From Equations (11), we reduce the frequency dimensionless equation in the form</p><disp-formula id="scirp.52199-formula819"><label>. (13)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x39.png"  xlink:type="simple"/></disp-formula></sec><sec id="s4_2"><title>4.2. Fixed Surface</title><p>In this case, we are going to obtain a frequency equation for the boundary conditions which specify that the fixed inner and outer surfaces of the hollow cylinder are fixed from displacements.</p><disp-formula id="scirp.52199-formula820"><label>(14)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x40.png"  xlink:type="simple"/></disp-formula><p>which correspond to fixed inner and outer surfaces, respectively. From Equations (6) and (14), we obtain two homogeneous linear equations in A, B:</p><disp-formula id="scirp.52199-formula821"><label>. (15)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x41.png"  xlink:type="simple"/></disp-formula><p>Eliminating the constants A and B, we obtain the frequency equation in the form of a second order determinant as:</p><disp-formula id="scirp.52199-formula822"><label>(16)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x42.png"  xlink:type="simple"/></disp-formula><p>where:</p><disp-formula id="scirp.52199-formula823"><label>. (17)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x43.png"  xlink:type="simple"/></disp-formula><p>We reduce the frequency dimensionless equation in the form:</p><disp-formula id="scirp.52199-formula824"><label>. (18)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x44.png"  xlink:type="simple"/></disp-formula></sec><sec id="s4_3"><title>4.3. Inner Surface Fixed and Outer Surface Free</title><p>In this case, we are going to obtain a frequency equation for the boundary conditions which specify that the inner surface fixed and outer surface free of the hollow cylinder are fixed and free from displacement and stress.</p><disp-formula id="scirp.52199-formula825"><label>(19)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x45.png"  xlink:type="simple"/></disp-formula><p>From Equations (6), (7) and (19), we obtain two homogeneous linear equations in A, B:</p><disp-formula id="scirp.52199-formula826"><label>(20)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x46.png"  xlink:type="simple"/></disp-formula><p>Eliminating the constants A and B, we obtain the frequency equation in the form of a second order determinant as</p><disp-formula id="scirp.52199-formula827"><label>(21)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x47.png"  xlink:type="simple"/></disp-formula><p>where</p><disp-formula id="scirp.52199-formula828"><label>(22)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x48.png"  xlink:type="simple"/></disp-formula><p>We reduce the frequency dimensionless equation in the form:</p><disp-formula id="scirp.52199-formula829"><label>. (23)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x49.png"  xlink:type="simple"/></disp-formula></sec><sec id="s4_4"><title>4.4. Inner Surface Free and Outer Surface Fixed</title><p>In this case, we are going to obtain frequency equation for the boundary conditions which specify that the inner free surface and outer fixed surface of the hollow cylinder are free and fixed from stress and displacement.</p><disp-formula id="scirp.52199-formula830"><label>(24)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x50.png"  xlink:type="simple"/></disp-formula><p>From (6), (7) and (24), we obtain two homogeneous linear equation in A and B:</p><disp-formula id="scirp.52199-formula831"><label>(25)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x51.png"  xlink:type="simple"/></disp-formula><p>Eliminating the constants A and B, we obtain the frequency equation in the form of a second order determinant as:</p><disp-formula id="scirp.52199-formula832"><label>(26)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x52.png"  xlink:type="simple"/></disp-formula><p>where:</p><disp-formula id="scirp.52199-formula833"><label>(27)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x53.png"  xlink:type="simple"/></disp-formula><p>We reduce the frequency dimensionless equation in the form:</p><disp-formula id="scirp.52199-formula834"><label>. (28)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/4-7502025x54.png"  xlink:type="simple"/></disp-formula></sec></sec><sec id="s5"><title>5. Numerical Results and Discussion</title><p>Here, we shall investigate the dispersion relation given by (13), (18), (23), and (28) numerically. Since these equations is an implicit functional relation of natural frequency and the ratio h of the frequency equation, therefore one can proceed to find the variation of natural frequency with ratio h.</p><p>The program to evaluate the roots of the dispersion relations versus the different values of h for the first mode is made. We have adopted the following iterative procedure for numerical computations. For fixed value of h, we evaluate the determinant, present in the left hand side of above equations ((13), (18), (23) and (28)), for various values of the unknown quantity W, commencing with the initial value near zero and each time adding a fixed but small increment to that unknown quantity until the value of the determinant changes its signs. Then the bisection method is applied to locate the root correct to a chosen number of decimal places. With this roots the initial value, the procedure is repeated to find the next root.</p><p>For a given geometry and elastic constant of the cylinder (i.e., prescribed values of c<sub>ij</sub>, the frequency equation is essentially an implicit transcendental function for the frequency parameter W. Thus, for fixed values of h, the frequency equation for different cases (free-fixed-mixed) is a function of W only. Values of were chosen as 0, 0.5, 1.0, 1.5 and 2.0. The results of frequency versus the ratio h are plotted in Figures 1-8 we use the data for isotropic material.</p><p>As an illustrative example, the elastic constants may be taken from Ding, et al. [<xref ref-type="bibr" rid="scirp.52199-ref18">18</xref>] for orthotropic material (Cobalt) in non-dimensional form</p><disp-formula id="scirp.52199-formula835"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x55.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula836"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x56.png"  xlink:type="simple"/></disp-formula><disp-formula id="scirp.52199-formula837"><graphic  xlink:href="http://html.scirp.org/file/4-7502025x57.png"  xlink:type="simple"/></disp-formula><p><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/4-7502025x58.png" xlink:type="simple"/></inline-formula>.</p><p>Figures 1-4 show that the variation of the non-dimensional frequency w with respect to the ratio h for different cases (free-surfaces, fixed-surfaces and mixed-surfaces) which it decrease with increasing of ratio h and the rotation W.</p><p>Figures 5-8 show that the variation of the non-dimensional frequency w with respect to the rotation W for different cases (free-surfaces, fixed-surfaces and mixed-surfaces) which it decrease with increasing of rotation and ratio h.</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Frequency (w) versus the ratio (h) of homogeneous material (free traction surfaces) for different values of W</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x59.png"/></fig><fig id="fig2"  position="float"><label><xref ref-type="fig" rid="fig2">Figure 2</xref></label><caption><title> Frequency (w) versus the ratio (h) of homogeneous material (fixed surfaces) for different values of W</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x60.png"/></fig><fig id="fig3"  position="float"><label><xref ref-type="fig" rid="fig3">Figure 3</xref></label><caption><title> Frequency (w) versus the ratio (h) of homogeneous material (inner fixed and outer free surfaces) for different values of W</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x61.png"/></fig><fig id="fig4"  position="float"><label><xref ref-type="fig" rid="fig4">Figure 4</xref></label><caption><title> Frequency (w) versus the ratio (h) of homogeneous material (inner free and outer fixed surfaces) for different values of W</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x62.png"/></fig><fig id="fig5"  position="float"><label><xref ref-type="fig" rid="fig5">Figure 5</xref></label><caption><title> Frequency (w) versus the rotation (W) of homogeneous material (free traction surfaces) for different values of h</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x63.png"/></fig><fig id="fig6"  position="float"><label><xref ref-type="fig" rid="fig6">Figure 6</xref></label><caption><title> Frequency (w) versus the rotation (W) of homogeneous material (fixed surfaces) for different values of h</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x64.png"/></fig><fig id="fig7"  position="float"><label><xref ref-type="fig" rid="fig7">Figure 7</xref></label><caption><title> Frequency (w) versus the rotation (W) of homogeneous material (inner fixed and outer free surfaces) for different values of h</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x65.png"/></fig><fig id="fig8"  position="float"><label><xref ref-type="fig" rid="fig8">Figure 8</xref></label><caption><title> Frequency (w) versus the rotation (W) of homogeneous material (inner free and outer fixed surfaces) for different values of h</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/4-7502025x66.png"/></fig><p>Next consideration is given to the relative change in the frequencies over a range of aspect (i.e., a/b) ratio of cylinder. This allows one to observe the frequency response for different rotation values of cylindrical shape. The results are presented as the variation in the dimensionless frequency W as a function of the aspect ratio of the cylinder, and are shown in Figures 1-8. All values were obtained by using half-interval method.</p></sec><sec id="s6"><title>6. Conclusion</title><p>Harmonic vibrations of infinite elastic cylinder have been studied using a half-interval method. The governing equations in cylindrical coordinates are recorded for future reference. The non-dimensional frequency equations have been obtained under the effect of rotation W and ratio h. The numerical results of the natural frequency are obtained and discussed in detail for different cases. 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