Cold-formed steel columns undergoing local–distortional coupling: Behaviour and direct strength prediction against interactive failure

Author:

Dinis P.B.,Camotim D.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference27 articles.

1. FEM-based analysis of the local-plate/distortional mode interaction in cold-formed steel lipped channel columns;Dinis;Comput Struct,2007

2. Dinis PB, Young B, Camotim D. On the effect of local/distortional mode interaction on the post-buckling behaviour and ultimate strength of fixed-ended lipped channel columns. In: Rasheed H, editor. Proceedings of IJSSD symposium on progress in structural stability and dynamics (Hong Kong, 16–18/12), Hong Kong Institute of Steel Construction; 2009. p. 191–8.

3. Post-buckling behaviour and direct strength design of lipped channel columns experiencing local/distortional interaction;Silvestre;J Constr Steel Res,2012

4. Cold-formed steel lipped channel columns influenced by local–distortional interaction: strength and DSM design;Young;J Struct Eng (ASCE),2013

5. Local/distortional mode interaction in cold-formed steel lipped channel beams;Dinis;Thin-Walled Struct,2010

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