RECENT DEVELOPMENTS IN THE BUCKLING AND NONLINEAR-ANALYSIS OF THIN-WALLED STRUCTURAL MEMBERS

被引：25

作者：

HANCOCK, GJ

DAVIDS, AJ

KEY, PW

LAU, SCW

RASMUSSEN, KJR

机构：

[1] School of Civil and Mining Engineering, University of Sydney, Sydney

[2] Wargon Chapman Partners, Consulting Engineers, Sydney, NSW

[3] Ove Arup and Partners, Consulting Engineers, Sydney, NSW

来源：

THIN-WALLED STRUCTURES | 1990年 / 9卷 / 1-4期

关键词：

D O I：

10.1016/0263-8231(90)90050-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes recent work performed at the University of Sydney to develop buckling and nonlinear analyses of thin-walled structural members undergoing local, distortional and overall buckling. The analyses are based on the finite strip method of structural analysis and include elastic and inelastic buckling and the full nonlinear response with both post-local buckling and plasticity. Two variations of the finite strip method have been used, these being the semi-analytical and spline finite strip methods. A nonlinear beam-column analysis based on the influence coefficient method for including the local buckling behaviour in the overall member response is also described. The analytical methods are compared with tests performed at the University of Sydney on cold-formed rectangular hollow sections, welded I-sections, welded channel sections and cold-formed channel sections. Spatial plastic collapse mechanismsdeveloped for the welded sections described above are also compared with the post-ultimate response of the test sections. © 1990.

引用

页码：309 / 338

页数：30

共 42 条

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