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Behaviour of cold-formed stainless steel stub columns under bending and axial loading

Rhodes, James and Kotelko, Maria (2006) Behaviour of cold-formed stainless steel stub columns under bending and axial loading. In: 11th Symposium on Stability of Structures, 2006-09-11 - 2006-09-15, Zakopane, Poland.

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Abstract

This paper is concerned with the ultimate load capacity of non-perforated and perforated equal-angle cold-formed steel stub columns. An experimental study has been undertaken to investigate the behavior of such members and several column specimens were tested to failure under axial or eccentric loading. The experimental results were used to establish the accuracy of a finite element model proposed in this study and the modeling was used to carry out a parametric study.

Item type: Conference or Workshop Item (Paper)
ID code: 6540
Notes: International Union of Theoretical and Applied Mechanics
Keywords: stability, construction engineering, steel, finite element analysis, Mechanical engineering and machinery, Building construction
Subjects: Technology > Mechanical engineering and machinery
Technology > Building construction
Department: Faculty of Engineering > Mechanical and Aerospace Engineering
Related URLs:
Depositing user: Strathprints Administrator
Date Deposited: 05 Aug 2008
Last modified: 05 Jun 2014 14:51
URI: http://strathprints.strath.ac.uk/id/eprint/6540

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