Experimental and analytical studies of cold-formed steel sections with web openings subjected to web crippling

Asraf Uzzaman, James B.P. Lim, David Nash, Jim Rhodes, Ben Young

Research output: Contribution to conferencePaperpeer-review

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Abstract

Cold-formed steel sections are often used as wall studs or floor joists; such sections often include web holes for ease of installation of the services. In this paper, a combination of experimental tests and non-linear finite element analyses are used to investigate the effect of such holes on web crippling under interior-two-flange (ITF) and end-two-flange (ETF) loading conditions; the cases of both flange fastened and flange unfastened are considered. A non-linear finite element model is described, and the results compared against the laboratory test results; a good agreement was obtained in terms of both strength and failure modes.
Original languageEnglish
Publication statusPublished - 3 Dec 2012
Externally publishedYes
Event6th International Conference on Coupled Instabilities in Metal Structures - Glasgow, United Kingdom
Duration: 3 Dec 20125 Dec 2012

Conference

Conference6th International Conference on Coupled Instabilities in Metal Structures
Country/TerritoryUnited Kingdom
CityGlasgow
Period3/12/125/12/12

Keywords

  • cold-formed steel
  • web hole
  • finite element analysis
  • web crippling
  • web opening

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