Elastic Critical Buckling Modes and Stress of Cold-formed Thin-walledLipped Channel with Multiple Intermediate Stiffeners

被引：0

作者：

Ma Guangyue ^{[1
]}

机构：

[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China

来源：

ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4 | 2014年 / 501-504卷

关键词：

multiple intermediate stiffeners; cold-formed thin-walled lipped channel; elastic critical buckling modes; elastic critical buckling stress;

D O I：

10.4028/www.scientific.net/AMM.501-504.470

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Elastic buckling modes of cold-formed thin-walled steel member have three relevant types: local, distortional and global. The complicated and important thing is to differentiating buckling modes and resolving buckling stress for engineers. It will be given for Cold-formed thin-walled lipped channel member with multiple intermediate stiffeners. The theoretical analysis coincide exactly with the experimental results, it can be used as a reference for engineers.

引用

页码：470 / 473

页数：4