A finite element analysis model for the behaviour of cold-formed steel members

Author:

Sivakumaran K.S.,Abdel-Rahman Nabil

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Analysis for local buckling capacity of cold-formed steel sections with web opening;Sivakumaran;Computers and Structures,,1987

2. Purnadi RW, Tassoulas JL, Polyzois D. A study of cold-formed Z-section steel members under axial loading. In: Proceedings of the 10th International Speciality Conference on Cold-Formed Steel Structures, St Louis, MO, 1990.

3. Moreyra ME, Pekoz T. Finite element studies on lipped channel flexural members. In: Proceedings of the 12th International Speciality Conference on Cold-Formed Steel Structures, St Louis, MO, 1994.

4. Abdel-Rahman N. Cold-formed steel compression members with perforations. PhD Thesis, McMaster University, Hamilton, Ontario, Canada, 1997.

5. A new nine node degenerated shell element with enhance membrane and shear interpolation;Huang;International Journal for Numerical Methods in Engineering,1986

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