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dc.contributor.authorHuang, C. S.en_US
dc.contributor.authorChang, M. J.en_US
dc.date.accessioned2014-12-08T15:10:18Z-
dc.date.available2014-12-08T15:10:18Z-
dc.date.issued2009en_US
dc.identifier.issn1537-6494en_US
dc.identifier.urihttp://hdl.handle.net/11536/7876-
dc.identifier.urihttp://dx.doi.org/10.1080/15376490802543634en_US
dc.description.abstractAsymptotic solutions for a functionally graded material (FGM) plate are developed to elucidate stress singularities at a plate corner, using a third-order shear deformation theory. The characteristic equations are given explicitly for determining the order of stress singularity at the vertex of a corner with two radial edges having various boundary conditions. The non-homogeneous elasticity properties are present only in the characteristic equations for a corner with one of its two edges simply supported. The effects of material non-homogeneity on the stress singularities are extensively examined. The present results are very useful for developing accurate numerical solutions for an FGM plate under static or dynamic loading when the plate involves stress singularities, such as a V-notch or crack.en_US
dc.language.isoen_USen_US
dc.subjectFGM platesen_US
dc.subjectthird-order shear deformation theoryen_US
dc.subjectstress singularitiesen_US
dc.subjectasymptotic solutionsen_US
dc.subjecteigenfunction expansionen_US
dc.titleGeometrically Induced Stress Singularities of a Thick FGM Plate Based on the Third-Order Shear Deformation Theoryen_US
dc.typeArticleen_US
dc.identifier.doi10.1080/15376490802543634en_US
dc.identifier.journalMECHANICS OF ADVANCED MATERIALS AND STRUCTURESen_US
dc.citation.volume16en_US
dc.citation.issue2en_US
dc.citation.spage83en_US
dc.citation.epage97en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000263204800001-
dc.citation.woscount6-
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