Boundary element treatment of domain integrals for shear deformable plates on elastic foundations

被引：0

作者：

Rashed, YF ^{[1
]}

Aliabadi, MH ^{[1
]}

Brebbia, CA ^{[1
]}

机构：

[1] Wessex Inst Technol, Southampton SO40 7AA, Hants, England

来源：

BOUNDARY ELEMENTS XIX | 1997年

关键词：

D O I：

暂无

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

In this paper, domain integrals due to a uniform load that appear in the boundary element formulation for shear deformable plates resting on elastic foundations are transformed to equivalent boundary integrals. The Reissner plate bending model is used to model the plate behaviour and both the one-parameter Winkler and the two-parameter Pasternak models are employed to model the behaviour of the foundation. Three numerical examples are presented to demonstrate the accuracy of the present formulation.

引用

页码：223 / 234

页数：12

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