Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design

Author:

Dias Martins André,Landesmann Alexandre,Camotim Dinar,Borges Dinis Pedro

Funder

FCT

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Distortional buckling tests on cold-formed steel beams;Yu;J. Struct. Eng. (ASCE),2006

2. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method;Yu;J. Constr. Steel Res.,2007

3. Design of cold-formed steel channel with stiffened webs subjected to bending;Wang;Thin-Walled Struct.,2014

4. Distortional failure and DSM design of cold-formed steel lipped channel beams under elevated temperatures;Landesmann;Thin-Walled Struct.,2016

5. B.W. Schafer, T. Peköz, Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions, Proceedings of 14th International Specialty Conference on Cold-Formed Steel Structures (St. Louis, 15-16/10), W.W. Yu, R. Laboube (eds.), 69-76, 1998.

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