Stability of stiffened cruciform steel columns under shear and compression by the complex finite strip method

被引：9

作者：

Naderian, H. ^{[1
]}

Sanches, R. ^{[1
]}

Mercan, O. ^{[1
]}

Kushner, P. J. ^{[2
]}

Azhari, M. ^{[3
]}

Ronagh, H. ^{[4
]}

机构：

[1] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON, Canada

[2] Univ Toronto, Dept Phys, Toronto, ON, Canada

[3] Isfahan Univ Technol, Dept Civil Engn, Esfahan, Iran

[4] Western Sydney Univ, Inst Infrastruct Engn, Sydney, NSW, Australia

来源：

THIN-WALLED STRUCTURES | 2019年 / 136卷

关键词：

Buckling; Torsional; Complex finite strip method; Cruciform; Shear; Stiffened; CROSS-SECTION MEMBERS; BUCKLING MODE DECOMPOSITION; GENERALIZED BEAM THEORY; THIN;

D O I：

10.1016/j.tws.2018.12.023

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper focuses on the stability of steel columns with cruciform section under uniform compressive and shear stresses. The complex finite strip method (CFSM) is employed to solve the buckling of open thin-walled steel columns. CFSM results are validated against other numerical techniques. CFSM has high convergence, accuracy and superior computational efficiency. Due to the use of complex functions, it can also capture shear buckling. The influence of longitudinal stiffeners and section geometry on the buckling behavior of stiffened cruciform sections is investigated. The buckling behavior of cruciform sections is compared against U, I, and T section steel columns.

引用

页码：221 / 234

页数：14

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