Combined flexure and web crippling strength of a low-ductility high strength steel decking: experiment and a finite element model

Author:

Akhand A.M.,Wan Badaruzzaman W.H.,Wright H.D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Moment redistribution in continuous profiled steel sheeting;Tsai,1986

2. New prediction model for failure of steel sheeting subject to concentrated load (web crippling) and bending;Hofmeyer;Thin-Walled Structures,2001

3. Comparison tests for cold-formed sheeting with and without embossments used in composite floors;Luure,1993

4. AISI Specification. Specification for the design of cold formed steel structural members. 1996 ed. Washington: American Iron and Steel Institute; 1996.

5. BS 5950 Part 6. Code of practice for design of light gauge profiled steel sheeting: structural use of steelwork in building. British Standards Institution; 1995.

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