Conference
Finite element computer models for analysis of cold-formed steel members
Abstract
The development and implementation of finite element-based analytical models for the post-buckling, ultimate strength analysis of cold-formed steel (CFS) channel members have been considered in this paper. The specific requirements the finite elements should satisfy are identified, and the formulation of an efficient large deformation elasto-plastic shell finite element is presented. Experiments were performed to establish the variations of the …
Authors
Sivakumaran KS; Abdel-Rahman N
Pagination
pp. 690-696
Publication Date
January 1, 1996
Conference proceedings
Computing in Civil Engineering New York