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

James Rhodes; Maria Kotelko

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

Mechanical And Aerospace Engineering

Research output: Contribution to conference › Paper › peer-review

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.

Original language	English
Publication status	Published - Sept 2006
Event	11th Symposium on Stability of Structures - Zakopane, Poland Duration: 11 Sept 2006 → 15 Sept 2006

Conference

Conference	11th Symposium on Stability of Structures
City	Zakopane, Poland
Period	11/09/06 → 15/09/06

Keywords

stability
construction engineering
steel
finite element analysis

Cite this

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title = "Behaviour of cold-formed stainless steel stub columns under bending and axial loading",

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.",

keywords = "stability, construction engineering, steel, finite element analysis",

author = "James Rhodes and Maria Kotelko",

note = "International Union of Theoretical and Applied Mechanics; 11th Symposium on Stability of Structures ; Conference date: 11-09-2006 Through 15-09-2006",

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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

T2 - 11th Symposium on Stability of Structures

Y2 - 11 September 2006 through 15 September 2006

ER -

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

Abstract

Conference

Keywords

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