Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition – Part I: Tests and finite element analysis

Thin-Walled Structures - Tập 107 - Trang 443-452 - 2016
Liang Ying1, Asraf Uzzaman2, James B.P. Lim3,1, Gasser Abdelal4, David Nash2, Ben Young5
1SPACE, David Keir Building, Queen's University, Belfast, BT9 5AG, UK
2Department of Mechanical and Aerospace Engineering, The University of Strathclyde, 75 Montrose Street, Glasgow, G1 1XJ, UK
3Civil & Environmental Engineering, The University of Auckland, 20 Symonds Street, Auckland, New Zealand
4Department of Mechanical and Aerospace Engineering, Queen's University, Belfast BT9 5AH, UK
5Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong

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Tài liệu tham khảo

Uzzaman, 2012, Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading, Thin-Walled Struct., 50, 76, 10.1016/j.tws.2011.09.009

Uzzaman, 2013, Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition, Thin-Walled Struct., 65, 34, 10.1016/j.tws.2012.12.003

Uzzaman, 2012, Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions-part I: tests and finite element analysis, Thin-Walled Struct., 56, 38, 10.1016/j.tws.2012.03.010

Uzzaman, 2012, Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions-part II: parametric study and proposed design equations, Thin-Walled Struct., 56, 79, 10.1016/j.tws.2012.03.009

LaBoube, 1999, Crippling capacity of web elements with openings, J. Struct. Eng., 125, 137, 10.1061/(ASCE)0733-9445(1999)125:2(137)

NAS, North American specification for the design of cold-formed steel structural members, American Iron and Steel Institute, AISI S100–2007, AISI Standard, 2007.

Yu, 1973, Cold-formed steel members with perforated elements, J. Struct. Div., 99, 2061, 10.1061/JSDEAG.0003620

Sivakumaran, 1989, Web crippling strength of thin-walled steel members with web opening, Thin-Walled Struct., 8, 295, 10.1016/0263-8231(89)90035-9

Zhou, 2010, Web crippling of aluminium tubes with perforated webs, Eng. Struct., 32, 1397, 10.1016/j.engstruct.2010.01.018

Natario, 2014, Computational modelling of flange crushing in cold-formed steel sections, Thin-Walled Struct., 84, 393, 10.1016/j.tws.2014.07.006

Keerthan, 2014, Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases, Thin-Walled Struct., 85, 207, 10.1016/j.tws.2014.08.011

Chen, 2015, Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling, Thin-Walled Struct., 87, 41, 10.1016/j.tws.2014.10.017

Chen, 2015, Aluminum tubular sections subjected to web crippling, Thin-Walled Struct., 90, 49, 10.1016/j.tws.2015.01.009

Y. Lian, A. Uzzaman, J.B.P. Lim, G. Abdelal, D. Nash, B. Young, Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition – Part I I: parametric study and proposed design equations. Submitted to Thin-walled Structures.

ABAQUS Inc., 2013

EN, 10002-1: 2001. Tensile testing of metallic materials. Method of test at ambient temperature, British Standards Institution, 2001.

Lim, 2004, Finite element idealisation of a cold-formed steel portal frame, J. Struct. Eng., 130, 78, 10.1061/(ASCE)0733-9445(2004)130:1(78)

Lim, 2004, Stiffness prediction for bolted moment-connections between cold-formed steel members, J. Constr. Steel Res., 60, 85, 10.1016/S0143-974X(03)00105-6