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.

引用

页码：149 / 155

页数：7

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