Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members

被引：123
作者：
Dubina, D
Ungureanu, V
机构：
[1] Politehn Univ Timisoara, Civil Engn & Architecture Fac, Dept Steel Struct & Struct Mech, RO-1900 Timisoara, Romania
[2] Romanian Acad, Timisoara Branch, Ctr Adv & Fundamental Tech Sci, Lab Steel Struct, RO-1900 Timisoara, Romania
来源：
THIN-WALLED STRUCTURES | 2002年 / 40卷 / 03期
关键词：
cold-formed sections; compressiom; bending; imperfection; interactive buckling; erosion;
D O I：
10.1016/S0263-8231(01)00046-5
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper analyses the influence of imperfections on the behaviour of cold-formed steel members. Special attention is paid on the characterisation and codification of imperfections for non-linear FEM simulation. Based on the ECBL approach [2] and using an advanced non-linear inelastic analysis, the erosion of theoretical buckling strength, due to geometrical imperfections, in single and coupled instability modes is evaluated. (C) 2002 Elsevier Science Ltd. All rights reserved.
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收藏
页码：239 / 262
页数：24
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