scholarly journals Numerical modelling of light gauge cold-formed steel compression members subjected to distortional buckling at elevated temperatures

2010 ◽  
Vol 48 (4-5) ◽  
pp. 334-344 ◽  
Author(s):  
Thanuja Ranawaka ◽  
Mahen Mahendran
Keyword(s):  
Numerical Modelling ◽  
Elevated Temperatures ◽  
Distortional Buckling ◽  
Compression Members ◽  
Cold Formed Steel

Tests, numerical modelling and design of a novel cold-formed steel Tab connection

2021 ◽  
Vol 185 ◽  
pp. 106846
Author(s):  
Hooman Rezaeian ◽  
Krishanu Roy ◽  
Mohammad Yekrangnia ◽  
Boshan Chen ◽  
James B.P. Lim
Keyword(s):  
Numerical Modelling ◽  
Cold Formed Steel

Experimental Study on Mechanical Behavior of Cold-Formed Steel Three Limbs Built-up Section Members

2010 ◽  
Vol 163-167 ◽  
pp. 651-654
Author(s):  
Tian Hua Zhou ◽  
Shao Feng Nie ◽  
Xiang Bin Liu ◽  
Guang Yi Li
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Axial Compression ◽  
Local Buckling ◽  
Distortional Buckling ◽  
Torsional Buckling ◽  
Failure Characteristics ◽  
Compression Load ◽  
Cold Formed Steel ◽  
Flexural Torsional Buckling

18 specimens of cold-formed steel three limbs built-up section members are tested under axial compression load in this paper. The section forms are divided into two categories: A and B. Load-displacement (P-Δ) curves and failure characteristics of specimens are obtained. The results show that: As to section A members, the failure characteristics of LC, MC and SC series of specimens are flexural-torsional buckling, torsional buckling and distortional buckling, local buckling and distortional buckling. As to section B members, the failure characteristics of LC, MC series of specimens are flexural buckling, while local buckling and distortional buckling for members of SC series.

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