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

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 proceeding › Conference 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 language	English
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/Territory	Hong Kong
City	Hong Kong
Period	07/12/2016 → 09/12/2016
Internet address	http://www.civil.hku.hk/ICSAS2016/

Cite this

@inproceedings{4e6c1bab2e604419a1f69b2c36b96210,

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

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.",

author = "Ying Lian and Asraf Uzzaman and Lim, {James B. P.} and Gasser Abdelal and David Nash and Ben Young",

year = "2016",

month = dec,

day = "7",

language = "English",

booktitle = "Eighth International Conference on Steel and Aluminium Structures",

note = "Eighth International Conference on Steel and Aluminium Structures ; Conference date: 07-12-2016 Through 09-12-2016",

url = "http://www.civil.hku.hk/ICSAS2016/",

}

Lian, Y, Uzzaman, A, Lim, JBP, 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. Hong Kong, China, Eighth International Conference on Steel and Aluminium Structures, Hong Kong, Hong Kong, 07/12/2016.

Experimental and Numerical Investigation of Cold Formed Steel Sections with Web Opening under One-Flange Loading Condition Subjected to Web Crippling. / Lian, Ying; Uzzaman, Asraf; Lim, James B. P.; Abdelal, Gasser; Nash, David; Young, Ben .

Eighth International Conference on Steel and Aluminium Structures. Hong Kong, China, 2016.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Experimental and Numerical Investigation of Cold Formed Steel Sections with Web Opening under One-Flange Loading Condition Subjected to Web Crippling

AU - Lian, Ying

AU - Uzzaman, Asraf

AU - Lim, James B. P.

AU - Abdelal, Gasser

AU - Nash, David

AU - Young, Ben

PY - 2016/12/7

Y1 - 2016/12/7

N2 - 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.

AB - 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.

M3 - Conference contribution

BT - Eighth International Conference on Steel and Aluminium Structures

CY - Hong Kong, China

T2 - Eighth International Conference on Steel and Aluminium Structures

Y2 - 7 December 2016 through 9 December 2016

ER -

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

Abstract

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