<p>The material tailoring problem for a hollow circular cylinder composed of an isotropic, incompressible, and linearly elastic functionally graded material has been analytically analyzed. The cylinder is deformed by torques and axial loads on the end faces, and pressures on its inner and outer surfaces. The cylinder material has one elastic parameter, the shear modulus <InlineEquation ID="IEq1"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq1.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="36" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\mu \left ( r \right ) $</EquationSource> </InlineEquation>. For the direct problem it is a known positive and continuously varying function in the radial direction, <InlineEquation ID="IEq2"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq2.gif" Format="GIF" Height="10" Rendition="HTML" Resolution="72" Type="Linedraw" Width="11" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>r</mi> </math></EquationSource> <EquationSource Format="TEX">$r$</EquationSource> </InlineEquation>. For the inverse problem <InlineEquation ID="IEq3"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq3.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="36" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\mu \left ( r \right )$</EquationSource> </InlineEquation> is a design variable and is found to provide the desired radial variation of either the strain energy density, <InlineEquation ID="IEq4"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq4.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="59" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>W</mi> <mrow> <mi>d</mi> <mi>e</mi> <mi>f</mi> </mrow> </msup> <mo stretchy="false">(</mo> <mi>r</mi> <mo stretchy="false">)</mo> </math></EquationSource> <EquationSource Format="TEX">$W^{def} (r)$</EquationSource> </InlineEquation>, or the von Mises stress, <InlineEquation ID="IEq5"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq5.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="58" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>σ</mi> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\sigma ^{VM} \left ( r \right )$</EquationSource> </InlineEquation>, for the given loads and the cylinder geometry. If the three loads are simultaneously varied by a factor <InlineEquation ID="IEq6"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq6.gif" Format="GIF" Height="12" Rendition="HTML" Resolution="72" Type="Linedraw" Width="13" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>γ</mi> </math></EquationSource> <EquationSource Format="TEX">$\gamma $</EquationSource> </InlineEquation> then <InlineEquation ID="IEq7"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq7.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="62" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>W</mi> <mrow> <mi>d</mi> <mi>e</mi> <mi>f</mi> </mrow> </msup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$W^{def} \left ( r \right ) $</EquationSource> </InlineEquation> and <InlineEquation ID="IEq8"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq8.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="58" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>σ</mi> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\sigma ^{VM} \left ( r \right ) $</EquationSource> </InlineEquation>, respectively, change by <InlineEquation ID="IEq9"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq9.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="18" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>γ</mi> <mn>2</mn> </msup> </math></EquationSource> <EquationSource Format="TEX">$\gamma ^{2} $</EquationSource> </InlineEquation> and <InlineEquation ID="IEq10"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq6.gif" Format="GIF" Height="12" Rendition="HTML" Resolution="72" Type="Linedraw" Width="13" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>γ</mi> </math></EquationSource> <EquationSource Format="TEX">$\gamma $</EquationSource> </InlineEquation> for fixed <InlineEquation ID="IEq11"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq1.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="36" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\mu \left ( r \right ) $</EquationSource> </InlineEquation> in the direct problem and <InlineEquation ID="IEq12"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq12.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="33" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mo stretchy="false">(</mo> <mi>r</mi> <mo stretchy="false">)</mo> </math></EquationSource> <EquationSource Format="TEX">$\mu (r)$</EquationSource> </InlineEquation> by <InlineEquation ID="IEq13"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq9.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="18" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>γ</mi> <mn>2</mn> </msup> </math></EquationSource> <EquationSource Format="TEX">$\gamma ^{2} $</EquationSource> </InlineEquation> and <InlineEquation ID="IEq14"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq6.gif" Format="GIF" Height="12" Rendition="HTML" Resolution="72" Type="Linedraw" Width="13" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>γ</mi> </math></EquationSource> <EquationSource Format="TEX">$\gamma $</EquationSource> </InlineEquation> in the inverse problem for preassigned <InlineEquation ID="IEq15"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq15.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="131" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>W</mi> <mrow> <mi>d</mi> <mi>e</mi> <mi>f</mi> </mrow> </msup> <mo stretchy="false">(</mo> <mi>r</mi> <mo stretchy="false">)</mo> <mo>=</mo> <msub> <mi>W</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> </msub> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$W^{def} (r) = W_{cr} \left ( r \right ) $</EquationSource> </InlineEquation> and <InlineEquation ID="IEq16"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq16.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="135" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msup> <mi>σ</mi> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> <mo>=</mo> <msubsup> <mi>σ</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\sigma ^{VM} \left ( r \right ) = \sigma _{cr}^{VM} \left ( r \right )$</EquationSource> </InlineEquation>. The <InlineEquation ID="IEq17"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq17.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="52" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msub> <mi>W</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> </msub> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$W_{cr} \left ( r \right ) $</EquationSource> </InlineEquation> and <InlineEquation ID="IEq18"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq18.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="58" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msubsup> <mi>σ</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\sigma _{cr}^{VM} \left ( r \right )$</EquationSource> </InlineEquation> are, respectively, values at failure of the strain energy density and the von Mises stress. For the cylinder material composed of two constituents having positive shear moduli as is often the case in experiments we use a homogenization technique to find the radial variations of their volume fractions and ensure <InlineEquation ID="IEq19"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq12.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="33" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mo stretchy="false">(</mo> <mi>r</mi> <mo stretchy="false">)</mo> </math></EquationSource> <EquationSource Format="TEX">$\mu (r)$</EquationSource> </InlineEquation> is positive. We review three manufacturing techniques and propose an experimental program to find <InlineEquation ID="IEq20"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq20.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="52" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msub> <mi>W</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> </msub> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$W_{cr} \left ( r \right )$</EquationSource> </InlineEquation> and <InlineEquation ID="IEq21"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq18.gif" Format="GIF" Height="21" Rendition="HTML" Resolution="72" Type="Linedraw" Width="58" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <msubsup> <mi>σ</mi> <mrow> <mi>c</mi> <mi>r</mi> </mrow> <mrow> <mi>V</mi> <mi>M</mi> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>r</mi> <mo>)</mo> </mrow> </math></EquationSource> <EquationSource Format="TEX">$\sigma _{cr}^{VM} \left ( r \right )$</EquationSource> </InlineEquation>. The expression for <InlineEquation ID="IEq22"> <InlineMediaObject> <ImageObject Color="BlackWhite" FileRef="10659_2025_10151_Article_IEq12.gif" Format="GIF" Height="19" Rendition="HTML" Resolution="72" Type="Linedraw" Width="33" /> </InlineMediaObject> <EquationSource Format="MATHML"><math> <mi>μ</mi> <mo stretchy="false">(</mo> <mi>r</mi> <mo stretchy="false">)</mo> </math></EquationSource> <EquationSource Format="TEX">$\mu (r)$</EquationSource> </InlineEquation> is derived from the solution of the direct problem that has a unique solution. It provides reference solutions for similar nonlinear problems and verification of numerical algorithms. It supports the optimal design of cylinders.</p>

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Material Tailoring of Linearly Elastic Functionally Graded Rubberlike Cylinders Under Combined Radial Expansion, Extension and Twisting Deformations

  • R. C. Batra,
  • G. J. Nie

摘要

The material tailoring problem for a hollow circular cylinder composed of an isotropic, incompressible, and linearly elastic functionally graded material has been analytically analyzed. The cylinder is deformed by torques and axial loads on the end faces, and pressures on its inner and outer surfaces. The cylinder material has one elastic parameter, the shear modulus μ ( r ) $\mu \left ( r \right ) $ . For the direct problem it is a known positive and continuously varying function in the radial direction, r $r$ . For the inverse problem μ ( r ) $\mu \left ( r \right )$ is a design variable and is found to provide the desired radial variation of either the strain energy density, W d e f ( r ) $W^{def} (r)$ , or the von Mises stress, σ V M ( r ) $\sigma ^{VM} \left ( r \right )$ , for the given loads and the cylinder geometry. If the three loads are simultaneously varied by a factor γ $\gamma $ then W d e f ( r ) $W^{def} \left ( r \right ) $ and σ V M ( r ) $\sigma ^{VM} \left ( r \right ) $ , respectively, change by γ 2 $\gamma ^{2} $ and γ $\gamma $ for fixed μ ( r ) $\mu \left ( r \right ) $ in the direct problem and μ ( r ) $\mu (r)$ by γ 2 $\gamma ^{2} $ and γ $\gamma $ in the inverse problem for preassigned W d e f ( r ) = W c r ( r ) $W^{def} (r) = W_{cr} \left ( r \right ) $ and σ V M ( r ) = σ c r V M ( r ) $\sigma ^{VM} \left ( r \right ) = \sigma _{cr}^{VM} \left ( r \right )$ . The W c r ( r ) $W_{cr} \left ( r \right ) $ and σ c r V M ( r ) $\sigma _{cr}^{VM} \left ( r \right )$ are, respectively, values at failure of the strain energy density and the von Mises stress. For the cylinder material composed of two constituents having positive shear moduli as is often the case in experiments we use a homogenization technique to find the radial variations of their volume fractions and ensure μ ( r ) $\mu (r)$ is positive. We review three manufacturing techniques and propose an experimental program to find W c r ( r ) $W_{cr} \left ( r \right )$ and σ c r V M ( r ) $\sigma _{cr}^{VM} \left ( r \right )$ . The expression for μ ( r ) $\mu (r)$ is derived from the solution of the direct problem that has a unique solution. It provides reference solutions for similar nonlinear problems and verification of numerical algorithms. It supports the optimal design of cylinders.