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 language | English |
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| Title of host publication | Eighth International Conference on Steel and Aluminium Structures |
| Place of Publication | Hong Kong, China |
| Publication status | Published - 07 Dec 2016 |
| Event | Eighth International Conference on Steel and Aluminium Structures - Hong Kong, Hong Kong Duration: 07 Dec 2016 → 09 Dec 2016 http://www.civil.hku.hk/ICSAS2016/ |
Conference
| Conference | Eighth International Conference on Steel and Aluminium Structures |
|---|---|
| Country | Hong Kong |
| City | Hong Kong |
| Period | 07/12/2016 → 09/12/2016 |
| 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