Finite Element Analysis of Cold-Formed Lipped Channel Columns with Web Stiffener

被引：2

作者：

Chen, Ming ^{[1
]}

Liu, Zhanke ^{[1
]}

He, Ziqi ^{[1
]}

机构：

[1] Lanzhou Univ, Sch Civil Engn & Mech, Lanzhou 730000, Gansu, Peoples R China

来源：

ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2 | 2013年 / 351-352卷

关键词：

Finite Element Analysis; Cold-formed Lipped Channel columns; web stiffener; buckling mode;

D O I：

10.4028/www.scientific.net/AMM.351-352.264

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A total of 18 cold-formed lipped channel columns with web stiffener were analyzed by using the finite element program of ANSYS. Varying length and axial force eccentricity were concerned to observe the buckling modes, load carrying capacities and deformability of the channel section columns. All the results can be the reference for later experimental study.

引用

页码：264 / 269

页数：6

共 7 条

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