Conference
Post-Buckling Shear Strength of Thin Steel Plates
Abstract
Thin walled steel members, such as cold-formed steel (CFS) members, are susceptible for local buckling at low loads. However, initiation of local buckling of elements does not necessarily mean the ultimate limit state of the member, and thin-walled plate elements can exhibit substantial post-buckling strength. International cold-formed steel design specifications recognize the post-buckling strength of uniformly compressed stiffened and …
Authors
Chen BO; Sivakumaran KS
Volume
14
Pagination
pp. 641-647
Publisher
Elsevier
Publication Date
2011
DOI
10.1016/j.proeng.2011.07.081
Conference proceedings
Procedia Engineering
ISSN
1877-7058