Distortional buckling of cold-formed stainless steel sections: Experimental investigation

被引:75
作者
Lecce, M [1 ]
Rasmussen, KJR [1 ]
机构
[1] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia
关键词
D O I
10.1061/(ASCE)0733-9445(2006)132:4(497)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes the experimental investigation of cold-formed, thin-walled stainless steel sections subject to distortional buckling under compression. Austenitic 304, ferritic 430 stainless steel, and ferritic-like 3Cr12 chromium weldable steel sheets were brake-pressed into simple-lipped channels and lipped channels with intermediate stiffeners. A full set of coupon tests reveal material nonlinearity with low proportionality stress and low n-parameter, anisotropy, and yield strength enhancements up to 2.33 times due to cold-forming. A total of 19 channel sections were tested and failed by distortional buckling at average ultimate stresses greater than the proportionality stress, and hence were influenced by material nonlinearity, with greater nonlinearity evident for sections with intermediate stiffeners. This paper presents comprehensive procedures to determine stainless steel mechanical properties and their influence on the distortional buckling mode of cold-formed sections. Experimental data required to calibrate finite element models and assess current design guidelines for distortional buckling of stainless steel compression members are provided herein.
引用
收藏
页码:497 / 504
页数:8
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