A new boundary element formulation for shear deformable shells analysis

被引：1

作者：

Dirgantara, T ^{[1
]}

Aliabadi, MH ^{[1
]}

机构：

[1] Univ London Queen Mary & Westfield Coll, Dept Engn, London E1 4NS, England

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1999年 / 45卷 / 09期

关键词：

boundary element method; shallow shell; Reissner plate; stress analysis;

D O I：

10.1002/(SICI)1097-0207(19990730)45:9<1257::AID-NME629>3.0.CO;2-N

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A new domain-boundary element formulation to solve bending problems of shear deformable shallow shells having quadratic mid-surface is presented. By regrouping all the terms containing shells curvature and external loads together in equilibrium equation, the formulation can be formed by coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity. The boundary is discretized into quadratic isoparametric element and the domain is discretized using constant cells. Several examples are presented, and the results shows a good agreement with the finite element method. Copyright (C) 1999 John Wiley & Sons, Ltd.

引用

页码：1257 / 1275

页数：19

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