Behaviour of cold-formed steel perforated sections in compression: Part 2—numerical investigations and design considerations

Author:

Crisan Andrei,Ungureanu Viorel,Dubina Dan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Crisan A, Ungureanu V, Dubina D. Behaviour of cold-formed steel perforated sections in compression—part1: experimental investigation. Thin-Walled Structures (in this special issue); 2012.

2. EN15512:2009. Steel static storage systems–adjustable pallet racking systems–principles for structural design. CEN:Brussels; 2009.

3. FEM10.2.02:2000. Section X: the design of steel static pallet racking. Revision 1.01; 2000.

4. The ECBL approach for interactive buckling of thin-walled steel members;Dubina;Steel and Composite Structures,2001

5. Rasmussen KJR. Numerical simulations and computational models in coupled instabilities. In: Proceedings of the second international conference on coupled instabilities in metal structures, CIMS'96; 1996. 45–60.

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