Experimental and Numerical Investigation of Cold Formed Steel Sections with Web Opening under One-Flange Loading Condition Subjected to Web Crippling

Ying Lian, Asraf Uzzaman, James B. P. Lim, Gasser Abdelal, David Nash, Ben Young

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Web openings could be used in cold-formed steel beam members, such as wall studs or floor joints, to facilitate ease of services in buildings. In this paper, a combination of tests and nonlinear finite element analyses is used to investigate the effect of such holes on web crippling under interior-one-flange (IOF) and end-one-flange (EOF) loading condition; the cases of both flanges fastened and unfastened to the bearing plates 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
Title of host publicationEighth International Conference on Steel and Aluminium Structures
Place of PublicationHong Kong, China
Publication statusPublished - 07 Dec 2016
EventEighth International Conference on Steel and Aluminium Structures - Hong Kong, Hong Kong
Duration: 07 Dec 201609 Dec 2016
http://www.civil.hku.hk/ICSAS2016/

Conference

ConferenceEighth International Conference on Steel and Aluminium Structures
CountryHong Kong
CityHong Kong
Period07/12/201609/12/2016
Internet address

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    Lian, Y., Uzzaman, A., Lim, J. B. P., Abdelal, G., Nash, D., & Young, B. (2016). Experimental and Numerical Investigation of Cold Formed Steel Sections with Web Opening under One-Flange Loading Condition Subjected to Web Crippling. In Eighth International Conference on Steel and Aluminium Structures