On the relevance of local–distortional interaction effects in the behaviour and design of cold-formed steel columns

Author:

Martins A.D.,Dinis P.B.,Camotim D.,Providência P.

Funder

FCT

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Tests of cold-formed channels with local and distortional buckling;Kwon;J Struct Eng (ASCE),1992

2. Compression tests of high strength steel channel columns with interaction between local and distortional buckling;Yang;J Struct Eng (ASCE),2004

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

4. Dinis PB, Silvestre N, Camotim D. On the relevance of local–distortional interaction in the post-buckling behaviour and strength of cold-formed steel lipped channel columns. In: Proceedings of 12th international conference on civil, structural and environmental engineering computing (CC 2009 – Funchal, 1–4/9). Civil-Comp Press (Stirling), Paper 12; 2009 [full paper in Cd-Rom Proceedings].

5. Yap DCY, Hancock GJ. Interaction of local and distortional modes in thin-walled sections. In: Chan SL, editor. Proceedings of 6th international conference on advances in steel structures (ICASS’09 – Hong Kong, 16–18/12); 2009. p. 35–48.

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