Unified design equations for web crippling failure of cold-formed ferritic stainless steel unlipped channel-sections with web holes

Journal of Building Engineering - Tập 45 - Trang 103685 - 2022
Amir M. Yousefi1, Bijan Samali1, Iman Hajirasouliha2, Yang Yu1, G. Charles Clifton3
1Centre for Infrastructure Engineering, School of Engineering, Design and Built Environment, Western Sydney University, Sydney, Australia
2Department of Civil and Structural Engineering, The University of Sheffield, Sheffield, UK
3Department of Civil and Environmental Engineering, The University of Auckland, Auckland, New Zealand

Tài liệu tham khảo

Gardner, 2019, Stability and design of stainless steel structures–review and outlook, Thin-Walled Struct., 141, 208, 10.1016/j.tws.2019.04.019 Cashell, 2014, Ferritic, Stainless steels in structural applications, Thin-Walled Struct., 83, 169, 10.1016/j.tws.2014.03.014 Dos Santos, 2020, Design recommendations for stainless steel I-sections under concentrated transverse loading, Eng. Struct., 204, 109810, 10.1016/j.engstruct.2019.109810 Yousefi, 2019, Web crippling design of cold-formed ferritic stainless steel unlipped channels with fastened flanges under end-two-flange loading, J. Constr. Steel Res., 152, 12, 10.1016/j.jcsr.2018.03.032 Lian, 2016, 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 Struct., 107, 443, 10.1016/j.tws.2016.06.025 Lian, 2016, Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: parametric study and proposed design equations, Thin-Walled Struct., 107, 489, 10.1016/j.tws.2016.06.026 Lian, 2017, Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition-Part I: experimental and numerical investigation, Thin-Walled Struct., 111, 103, 10.1016/j.tws.2016.10.024 Lian, 2017, Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition - Part II: parametric study and proposed design equations, Thin-Walled Struct., 114, 92, 10.1016/j.tws.2016.10.018 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, 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 Degtyareva, 2020, Web crippling tests of cold-formed steel channels with staggered web perforations, Thin-Walled Struct., 107314 Gatheeshgar, 2021, Web crippling of slotted perforated Cold-Formed Steel channels under EOF load case: simulation and design, J. Build Eng., 44, 103306, 10.1016/j.jobe.2021.103306 Almatrafi, 2020, Slenderness-based design for sigma sections subjected to interior one flange loading, Thin-Walled Struct., 158, 107194, 10.1016/j.tws.2020.107194 2016 Nguyen, 2020, Consistent and simplified direct strength method for design of cold-formed steel structural members under localized loading, J. Struct. Eng., 146, 10.1061/(ASCE)ST.1943-541X.0002609 Nguyen, 2017, New developments in the direct strength method (DSM) for the design of cold‐formed steel sections under localised loading, Steel Construct., 10, 227, 10.1002/stco.201710028 Korvink, 1994, 551 Korvink, 1995, Web crippling of stainless steel cold-formed beams, J. Constr. Steel Res., 34, 225, 10.1016/0143-974X(94)00026-E 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 Cai, 2019, Web crippling of lean duplex stainless steel tubular sections under concentrated end bearing loads, Thin-Walled Struct., 134, 29, 10.1016/j.tws.2018.08.006 Cai, 2019, Cold-formed lean duplex stainless steel tubular members under concentrated interior bearing loads, J. Struct. Eng., 145, 10.1061/(ASCE)ST.1943-541X.0002343 Yousefi, 2018, Web crippling behaviour of unlipped cold-formed ferritic stainless steel channels subject to one-flange loading, J. Struct. Eng., 144, 10.1061/(ASCE)ST.1943-541X.0002118 Yousefi, 2020, Experimental and numerical investigations of cold-formed austenitic stainless steel unlipped channels under bearing loads, Thin-Walled Struct., 152, 106768, 10.1016/j.tws.2020.106768 Yousefi, 2017, Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition - part I: tests and finite element model validation, Thin-Walled Struct., 116, 333, 10.1016/j.tws.2017.03.026 Yousefi, 2017, Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition - part II: parametric study and design equations, Thin-Walled Struct., 116, 342, 10.1016/j.tws.2017.03.025 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, 2016, Web crippling strength of cold-formed stainless steel lipped channel-sections with web openings subjected to Interior-One-Flange loading condition, Steel Compos. Struct., Int. J., 21, 629, 10.12989/scs.2016.21.3.629 Yousefi, 2017, Design of cold-formed stainless steel lipped channel-sections with web openings subjected to web crippling under End-One-Flange loading condition, Adv. Struct. Eng., 20, 1024, 10.1177/1369433216670170 Yousefi, 2017, Numerical investigation of web crippling strength in cold-formed stainless steel lipped channels with web openings subjected to interior-two-flange loading condition, Steel Compos. Struct., Int. J., 23, 363, 10.12989/scs.2017.23.3.363 Yousefi, 2017, Web crippling strength of cold-formed stainless steel lipped channels with web perforations under end-two-flange loading, Adv. Struct. Eng., 20, 1845, 10.1177/1369433217695622 Yousefi, 2020, Design of cold-formed ferritic stainless steel unlipped channels with offset web openings and unfastened flanges subject to web bearing failure under one-flange load scenarios, Structure, 27, 194, 10.1016/j.istruc.2020.05.048 Yousefi, 2018, Cold-formed ferritic stainless steel unlipped channels with web perforations subject to web crippling under one-flange loadings, Construct. Build. Mater., 191, 713, 10.1016/j.conbuildmat.2018.09.152 Yousefi, 2019, Web crippling strength of perforated cold-formed ferritic stainless steel unlipped channels with restrained flanges under one-flange loadings, Thin-Walled Struct., 137, 94, 10.1016/j.tws.2019.01.002 2014 Natário, 2014, Web crippling failure using quasi-static FE models, Thin-Walled Struct., 84, 34, 10.1016/j.tws.2014.05.003 Natário, 2014, Computational modelling of flange crushing in cold-formed steel sections, Thin-Walled Struct., 84, 393, 10.1016/j.tws.2014.07.006 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 Mohammadjani, 2017, Strength and stiffness of cold-formed steel portal frame joints using quasi-static finite element analysis, Steel Compos. Struct., 25, 727