Buckling strength of uniaxially compressed orthogonally stiffened plates

被引：0
|
作者：
Farkas, Jozsef
机构：
[1] University of Miskolc, Miskolc
来源：
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2007年 / 51卷 / 02期
关键词：
stiffened plates; buckling strength; welded structures; effective width; effect of initial imperfections;
D O I：
10.3311/pp.ci.2007-2.04
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The bucking strength calculation includes the determination of global buckling strength, the effective plate width and the torsional buckling strength of open section stiffeners. In each calculation the classic strength formula should be modified considering the effect of initial imperfections and residual welding stresses. The calculation method of Det Norske Veritas design rules and the Eurocode 3 are compared to each other.
引用
收藏
页码：19 / 22
页数：4
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