Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/74379
Title: Stub column tests on cold-formed steel angle sections
Authors: Dhanalakshmi, M.
Shanmugam, N.E. 
Issue Date: 2000
Source: Dhanalakshmi, M.,Shanmugam, N.E. (2000). Stub column tests on cold-formed steel angle sections. International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction : 239-253. ScholarBank@NUS Repository.
Abstract: An investigation on the ultimate load capacity of non-perforated and perforated equal angle cold-formed steel stub columns is presented in this paper. An experimental study has been undertaken to study the behavior of such members subjected to compression. Members were tested to failure under axial or eccentric loading. A comparison of experimental and finite element failure loads, as well as the failure modes of tested specimens, shows that the finite element model is capable of predicting the ultimate load capacity and the failure modes with reasonable accuracy.
Source Title: International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction
URI: http://scholarbank.nus.edu.sg/handle/10635/74379
Appears in Collections:Staff Publications

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