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

James Rhodes, Maria Kotelko

Research output: Contribution to conferencePaper

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.

Conference

Conference11th Symposium on Stability of Structures
CityZakopane, Poland
Period11/09/0615/09/06

Fingerprint

Stainless steel
Steel

Keywords

  • stability
  • construction engineering
  • steel
  • finite element analysis

Cite this

Rhodes, J., & Kotelko, M. (2006). Behaviour of cold-formed stainless steel stub columns under bending and axial loading. Paper presented at 11th Symposium on Stability of Structures, Zakopane, Poland, .
Rhodes, James ; Kotelko, Maria. / Behaviour of cold-formed stainless steel stub columns under bending and axial loading. Paper presented at 11th Symposium on Stability of Structures, Zakopane, Poland, .
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author = "James Rhodes and Maria Kotelko",
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Rhodes, J & Kotelko, M 2006, 'Behaviour of cold-formed stainless steel stub columns under bending and axial loading' Paper presented at 11th Symposium on Stability of Structures, Zakopane, Poland, 11/09/06 - 15/09/06, .

Behaviour of cold-formed stainless steel stub columns under bending and axial loading. / Rhodes, James; Kotelko, Maria.

2006. Paper presented at 11th Symposium on Stability of Structures, Zakopane, Poland, .

Research output: Contribution to conferencePaper

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T1 - Behaviour of cold-formed stainless steel stub columns under bending and axial loading

AU - Rhodes, James

AU - Kotelko, Maria

N1 - International Union of Theoretical and Applied Mechanics

PY - 2006/9

Y1 - 2006/9

N2 - 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.

AB - 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.

KW - stability

KW - construction engineering

KW - steel

KW - finite element analysis

UR - http://www.kwm.p.lodz.pl/symp/symp.htm

M3 - Paper

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Rhodes J, Kotelko M. Behaviour of cold-formed stainless steel stub columns under bending and axial loading. 2006. Paper presented at 11th Symposium on Stability of Structures, Zakopane, Poland, .