Behaviour of cold-formed high strength steel RHS under localised bearing forces

Engineering Structures - Tập 183 - Trang 1049-1058 - 2019
Hai-Ting Li1, Ben Young2
1School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore
2Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China

Tài liệu tham khảo

AISI (American Iron and Steel Institute). North American Specification for the design of cold-formed steel structural members. AISI S100-16, Washington D.C., USA: AISI; 2016. AS/NZS (Australian/New Zealand Standard). Cold-formed steel structures. AS/NZS 4600, Sydney, Australia: Standards Australia; 2005. Winter, 1946 Hetrakul, 1978 Santaputra, 1989, Web crippling strength of cold-formed steel beams, J Struct Eng, 115, 2511, 10.1061/(ASCE)0733-9445(1989)115:10(2511) Bhakta, 1992 Cain, 1995 Young, 1998, Web crippling behaviour of cold-formed unlipped channels Gerges, 1998, Web crippling of single web cold formed steel members subjected to end one-flange loading Beshara, 2000 Beshara, 2000, Web crippling of cold formed steel C-and Z- sections Zetlin, 1955, Elastic instability of flat plates subjected to partial edge loads, J Struct Div, ASCE Proceed, 81, 1 Wu, 1997 Yu, 1981 Wing, 1982, Web crippling for decks subjected to two flange loading Kato, 1980, T-joints made of rectangular tubes Packer, 1984, Web crippling of rectangular hollow sections, J Struct Eng, 110, 2357, 10.1061/(ASCE)0733-9445(1984)110:10(2357) Zhao, 1992, Square and rectangular hollow sections subject to combined actions, J Struct Eng, 118, 648, 10.1061/(ASCE)0733-9445(1992)118:3(648) Zhao, 1995, Square and rectangular hollow sections under transverse end-bearing force, J Struct Eng, 121, 1323, 10.1061/(ASCE)0733-9445(1995)121:9(1323) AS (Australian Standard). Steel structures. AS 4100, Sydney, Australia: Standards Australia; 1998. Zhou, 2006, Cold-formed stainless steel sections subjected to web crippling, J Struct Eng, 132, 134, 10.1061/(ASCE)0733-9445(2006)132:1(134) Zhou, 2007, Cold-formed high-strength stainless steel tubular sections subjected to web crippling, J Struct Eng, 133, 368, 10.1061/(ASCE)0733-9445(2007)133:3(368) Li, 2017, Cold-formed ferritic stainless steel tubular structural members subjected to concentrated bearing loads, Eng Struct, 145, 392, 10.1016/j.engstruct.2017.05.022 Li, 2018, Web crippling of cold-formed ferritic stainless steel square and rectangular hollow sections, Eng Struct, 176, 968, 10.1016/j.engstruct.2018.08.076 Zhao, 2014, Recent developments in high-strength and stainless steel tubular members and connections, Steel Constr, 7, 65, 10.1002/stco.201410019 Ma, 2017, Tests on high-strength steel hollow sections: a review, Proc Inst Civ Eng, 170, 621 Li, 2018, Residual mechanical properties of high strength steels after exposure to fire, J Constr Steel Res, 148, 562, 10.1016/j.jcsr.2018.05.028 Li, 2017, Tests of cold-formed high strength steel tubular sections undergoing web crippling, Eng Struct, 141, 571, 10.1016/j.engstruct.2017.03.051 Young, 2003, Cold-formed steel channels subjected to concentrated bearing load, J Struct Eng, 129, 1003, 10.1061/(ASCE)0733-9445(2003)129:8(1003) Zhou, 2007, Experimental and numerical investigations of cold-formed stainless steel tubular sections subjected to concentrated bearing load, J Constr Steel Res, 63, 1452, 10.1016/j.jcsr.2006.12.007 Chen, 2015, Test on pultruded GFRP I-section under web crippling, Compos B, 77, 27, 10.1016/j.compositesb.2015.03.026 Chen, 2015, Web crippling behavior of pultruded GFRP rectangular hollow sections, Compos B, 77, 112, 10.1016/j.compositesb.2015.03.037 CEN (European Committee for Standardization). Eurocode 3: Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting. EN 1993-1-3, Brussels, Belgium: CEN; 2006. Li, 2018, Design of cold-formed high strength steel tubular sections undergoing web crippling, Thin-Walled Struct, 133, 192, 10.1016/j.tws.2018.09.005 Li, 2018, Experimental investigation of concrete-filled high-strength steel tubular X joints, J Struct Eng, 144, 04018178, 10.1061/(ASCE)ST.1943-541X.0002176 ABAQUS. Abaqus/Standard user’s manual volumes I-III and Abaqus CAE manual. Version 6.12. Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, USA; 2012. Bock, 2013, Study of web crippling in ferritic stainless steel cold formed sections, Thin-Walled Struct, 69, 29, 10.1016/j.tws.2013.03.015 Bock, 2014, Strength curves for web crippling design of cold-formed stainless steel hat sections, Thin-Walled Structures, 85, 93, 10.1016/j.tws.2014.07.021 Natário, 2014, Web crippling failure using quasi-static FE models, Thin-Walled Struct, 84, 34, 10.1016/j.tws.2014.05.003 Natário, 2016, Direct strength prediction of web crippling failure of beams under ETF loading, Thin-Walled Struct, 98, 360, 10.1016/j.tws.2015.09.012 Natário, 2017, Web crippling of beams under ITF loading: A novel DSM-based design approach, J Constr Steel Res, 128, 812, 10.1016/j.jcsr.2016.10.011 Sundararajah, 2017, New design rules for lipped channel beams subject to web crippling under two-flange load cases, Thin-Walled Struct, 119, 421, 10.1016/j.tws.2017.06.003 Sundararajah, 2017, Web crippling studies of SupaCee sections under two flange load cases, Eng Struct, 153, 582, 10.1016/j.engstruct.2017.09.058 Yousefi, 2017, Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading, Eng Struct, 152, 804, 10.1016/j.engstruct.2017.09.040 Yousefi, 2018, Web crippling behavior of unlipped cold-formed ferritic stainless steel channels subject to one-flange loadings, J Struct Eng, 144, 04018105, 10.1061/(ASCE)ST.1943-541X.0002118 Heurkens, 2018, Direct strength method for web crippling – Lipped channels under EOF and IOF loading, Thin-Walled Struct, 123, 126, 10.1016/j.tws.2017.11.008 AISI (American Iron and Steel Institute). Commentary on North American Specification for the design of cold-formed steel structural members. AISI S100-16-C, Washington D.C., USA: AISI; 2016.