Elasticity solutions for functionally graded plates in cylindrical bending

The plate theory of functionally graded materials suggested by Mian and Spencer is extended to analyze the cylindrical bending problem of a functionally graded rectangular plate subject to uniform load. The expansion formula for displacements is adopted. While keeping the assumption that the materia...

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Published inApplied mathematics and mechanics Vol. 29; no. 8; pp. 999 - 1004
Main Author 杨博 丁皓江 陈伟球
Format Journal Article
LanguageEnglish
Published Heidelberg Shanghai University Press 01.08.2008
Department of Civil Engineering, Zhejiang Forestry College, Lin'an 311300, Zhejiang Province, P. R. China%Department of Civil Engineering, Zhejiang University, Hangzhou 310027, P. R. China
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, P. R. China
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ISSN0253-4827
1573-2754
DOI10.1007/s10483-008-0803-9

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Summary:The plate theory of functionally graded materials suggested by Mian and Spencer is extended to analyze the cylindrical bending problem of a functionally graded rectangular plate subject to uniform load. The expansion formula for displacements is adopted. While keeping the assumption that the material parameters can vary along the thickness direction in an arbitrary fashion, this paper considers orthotropic materials rather than isotropic materials. In addition, the traction-free condition on the top surface is replaced with the condition of uniform load applied on the top surface. The plate theory for the particular case Of cylindrical bending is presented by considering an infinite extent in the y-direction. Effects of boundary conditions and material inhomogeneity on the static response of functionally graded plates are investigated through a numerical example.
Bibliography:functionally graded plates, cylindrical bending, elasticity solutions
31-1650/O1
O343.1
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ISSN:0253-4827
1573-2754
DOI:10.1007/s10483-008-0803-9