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.

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.

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• Item metadata

  Item type:	Conference or Workshop Item(Paper)
  ID code:	6540
  Dates:	Date Event September 2006 Published
  Notes:	International Union of Theoretical and Applied Mechanics
  Subjects:	Technology > Mechanical engineering and machinery Technology > Building construction
  Department:	Faculty of Engineering > Mechanical and Aerospace Engineering
  Depositing user:	Strathprints Administrator
  Date deposited:	05 Aug 2008
  Last modified:	11 Nov 2024 16:14
  Related URLs:	http://www.kwm.p.lodz.pl/symp/symp.htm
  URI:	https://strathprints.strath.ac.uk/id/eprint/6540