Behaviour of cold-formed steel perforated sections in compression. Part 1—Experimental investigations

Author:

Crisan Andrei,Ungureanu Viorel,Dubina Dan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Crisan A. Buckling strength of cold-formed steel sections applied in pallet rack structures. PhD thesis. “POLITEHNICA” University of Timisoara, Civil Engineering Faculty. Politehnica, Seria 5: Inginerie Civila, no. 76; 2011.

2. Crisan A, Ungureanu V, Dubina D. Behavior of thin-walled cold-formed steel perforated sections in compression. Part 1—experimental investigation. In: Dubina D, Ungureanu V, editors. Proceedings of the 6th international conference on thin walled structures, Timisoara, Romania; 05–07.09.2011. p. 795–804.

3. EN15512:2009: Steel static storage systems—adjustable pallet racking systems—principles for structural design. CEN, Brussels; 2009.

4. Thomasson P. Thin-walled C-shaped panels in axial compression. Swedish Council for Building Research. D1:1978, Stockholm, Sweden; 1978.

5. Distortional buckling of steel storage rack columns;Hancock;Journal of Structural Engineering, ASCE,1985

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