Local stability and carrying capacity of thin-walled compressed members

被引：0
|
作者：
Juhas, P. [1 ]
Al Ali, M. [1 ]
Kokorud'ova, Z. [1 ]
机构：
[1] Tech Univ Kosice, Kosice, Slovakia
来源：
CHALLENGES, OPPORTUNITIES AND SOLUTIONS IN STRUCTURAL ENGINEERING AND CONSTRUCTION | 2010年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents fundamental information about realized experimental research of the local stability and load-carrying capacity of thin-walled compressed steel members with quasi-homogenous and hybrid cross-sections. The load-carrying capacity of such members is influenced by the local web buckling subjected in the elastic-plastic region. The research joins on previous research of the first author. The aim of this research has been oriented on the elastic-plastic post-critical behavior of thin web and its interaction with compact flanges. Some experimental results and their comparisons are presented in the paper, too.
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页码：149 / 155
页数：7
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