標題: Corner stress singularities in a high-order plate theory
作者: Huang, CS
土木工程學系
Department of Civil Engineering
關鍵字: corner stress singularities;high-order plate theory;isotropic plate;eigenfunction expansion;extension;bending
公開日期: 1-Aug-2004
摘要: In 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.
URI: http://dx.doi.org/10.1016/j.compstruc.2004.04.002
http://hdl.handle.net/11536/26493
ISSN: 0045-7949
DOI: 10.1016/j.compstruc.2004.04.002
期刊: COMPUTERS & STRUCTURES
Volume: 82
Issue: 20-21
起始頁: 1657
結束頁: 1669
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