The finite element method for thin-walled members-applications

被引：36
|
作者：
Sarawit, AT
Kim, Y
Bakker, MCM
Peköz, T
机构：
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
[2] Eindhoven Univ Technol, Fac Architecture Bldg & Planning, Eindhoven, Netherlands
来源：
THIN-WALLED STRUCTURES | 2003年 / 41卷 / 2-3期
关键词：
cold-formed steel; aluminium; finite element method; buckling analysis; post-buckling analysis; material model; imperfection; residual stress;
D O I：
10.1016/S0263-8231(02)00087-3
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Traditionally numerous physical tests, have been required to develop and verify newly proposed design procedures. The availability of powerful computers and software makes the finite element method an essential tool in such research. Analysis types, material models, elements and initial conditions that are taken into account in the finite element analysis of thin-walled structures are discussed. A list of programs developed in recent studies and example problems of the finite element method application to thin-walled structures are given. (C) 2003 Published by Elsevier Science Ltd.
引用
收藏
页码：191 / 206
页数：16
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