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dc.contributor.authorHuang, CSen_US
dc.date.accessioned2014-12-08T15:38:43Z-
dc.date.available2014-12-08T15:38:43Z-
dc.date.issued2004-08-01en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.compstruc.2004.04.002en_US
dc.identifier.urihttp://hdl.handle.net/11536/26493-
dc.description.abstractIn the context of Lo's high-order plate theory, the present work applies the eigenfunction expansion approach to investigating the Williams-type stress singularities at the vertex of a wedge. The characteristic equations for determining the orders of singularities in stress resultants are separately developed for plates under extension and bending. The characteristic equations of plates under extension differ from those in generalized plane stress cases when the clamped boundary condition is imposed along one of the radial edges around the vertex. For plates under bending, the presented characteristic equations are identical to those of first-order shear deformation plate theory (FSDPT) if the clamping is not involved in boundary conditions along the radial edges of the vertex. The orders of singularities in stress resultants, which vary with the vertex angle, are plotted for various types of boundary conditions. The results are also comprehensively compared with those obtained according to other plate theories such as classical plate theory, FSDPT and Reddy's refined plate theory. (C) 2004 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectcorner stress singularitiesen_US
dc.subjecthigh-order plate theoryen_US
dc.subjectisotropic plateen_US
dc.subjecteigenfunction expansionen_US
dc.subjectextensionen_US
dc.subjectbendingen_US
dc.titleCorner stress singularities in a high-order plate theoryen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.compstruc.2004.04.002en_US
dc.identifier.journalCOMPUTERS & STRUCTURESen_US
dc.citation.volume82en_US
dc.citation.issue20-21en_US
dc.citation.spage1657en_US
dc.citation.epage1669en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000223044100008-
dc.citation.woscount19-
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