Baddoo, 2008, Stainless steel in construction: A review of research, applications, challenges and opportunities, J Constr Steel Res, 64, 1199, 10.1016/j.jcsr.2008.07.011
Gardner, 2019, Stability and design of stainless steel structures – Review and outlook, Thin-Walled Struct, 141, 208, 10.1016/j.tws.2019.04.019
Kuwamura, 2003, Local buckling of thin-walled stainless steel members, Steel Struct, 3, 191
Yuan, 2014, Stub column tests on stainless steel built-up sections, Thin-Walled Struct, 83, 103, 10.1016/j.tws.2014.01.007
Gardner, 2016, Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests, Eng Struct, 127, 536, 10.1016/j.engstruct.2016.08.057
Sun, 2019, Material response and local stability of high-chromium stainless steel welded I-sections, Eng Struct, 178, 212, 10.1016/j.engstruct.2018.10.024
Saliba, 2013, Cross-section stability of lean duplex stainless steel welded I-sections, J Constr Steel Res, 80, 1, 10.1016/j.jcsr.2012.09.007
Bredenkamp, 1995, The strength of stainless steel built-up I-section columns, J Constr Steel Res, 34, 131, 10.1016/0143-974X(94)00023-B
Burgan, 2000, Structural design of stainless steel members – comparison between Eurocode 3, Part 1. 4 and test, J Constr Steel Res, 54, 51, 10.1016/S0143-974X(99)00055-3
Real, 2005, Flexural behaviour of stainless steel beams, Eng Struct, 27, 1465, 10.1016/j.engstruct.2005.04.008
Bu, 2018, Local stability of laser-welded stainless steel I-sections in bending, J Constr Steel Res, 148, 49, 10.1016/j.jcsr.2018.05.010
Afshan, 2013, The continuous strength method for structural stainless steel design, Thin-Walled Struct, 68, 42, 10.1016/j.tws.2013.02.011
Zhao, 2017, Structural response and continuous strength method design of slender stainless steel cross-sections, Eng Struct, 140, 14, 10.1016/j.engstruct.2017.02.044
Yang, 2016, Flexural buckling of welded austenitic and duplex stainless steel I-section columns, J Constr Steel Res, 122, 339, 10.1016/j.jcsr.2016.04.007
Sun, 2020, Flexural buckling behaviour of high-chromium stainless steel welded I-section columns, Thin-Walled Struct, 154, 10.1016/j.tws.2020.106812
Yuan, 2015, Local–overall interactive buckling behaviour of welded stainless steel I-section columns, J Constr Steel Res, 111, 75, 10.1016/j.jcsr.2015.04.003
Sun, 2020, Local–flexural interactive buckling behaviour and resistances of high-chromium stainless steel slender welded I-section columns, Eng Struct, 220, 10.1016/j.engstruct.2020.111022
Zheng, 2015, Tests of cold-formed and welded stainless steel beam-columns, J Constr Steel Res, 111, 1, 10.1016/j.jcsr.2015.04.001
Yang, 2019, Member stability of stainless steel welded I-section beam-columns, J Constr Steel Res, 155, 33, 10.1016/j.jcsr.2018.12.022
Bu, 2019, Laser-welded stainless steel I-sections beam-columns: Testing, simulation and design, Eng Struct, 179, 23, 10.1016/j.engstruct.2018.09.075
Kucukler, 2020, Flexural-torsional buckling of austenitic stainless steel I-section beam-columns: Testing, numerical modelling and design, Thin-Walled Struct, 152, 10.1016/j.tws.2019.106572
Sun, 2021, Experimental and numerical studies of high-chromium stainless steel welded I-section beam-columns, Eng Struct, 236, 10.1016/j.engstruct.2021.112065
EN 1993-1-4:2006+A1:2015, Eurocode 3: Design of Steel Structures – Part 1-4: General Rules – Supplementary Rules for Stainless Steels, Including Amendment A1. European Committee for Standardization (CEN), Brussels; 2015.
AISC Design Guide 27: Structural Stainless Steel. American Institute of Steel Construction (AISC); 2013.
Iso, 2016, 3834–2:2005, Quality requirements for fusion welding of metallic materials — Part 2: Comprehensive quality requirements, European Committee for Standardization (CEN), Brussels
Ziemiam, 2010
EN ISO 6892-1: 2016, Metallic matetials: Tensile Testing – Part 1: Method of Test at Room Temperature. European Committee for Standardization (CEN), Brussels; 2016.
Arrayago, 2015, Description of stress–strain curves for stainless steel alloys, Mater Des, 87, 540, 10.1016/j.matdes.2015.08.001
Zhao, 2016, Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part1: Experiments and numerical modelling, Thin-Walled Struct, 101, 231, 10.1016/j.tws.2015.12.003
Sun, 2021, Experimental and numerical investigations of S690 high-strength steel welded I-sections under combined compression and bending, J Struct Eng (ASCE), 147, 04021054, 10.1061/(ASCE)ST.1943-541X.0002991
Hibbitt, Karlsson & Sorensen, Inc. ABAQUS/Standard user’s Manual Volumes I-III and ABAQUS CAE Manual, Version 6.14, Pawtucket (USA); 2014.
EN 1993-1-1:2005+A1:2014, 2014, Eurocode 3: Design of Steel Structures – Part 1–1: General Rules – General rules and rules for buildings, European Committee for Standardization (CEN), Brussels
ANSI, AISC, 2016, 360–16, Specification for Structural Steel Buildings, American Institute of Steel Construction (AISC)
Schafer, 2006
Buchanan, 2016, The continuous strength method for the design of circular hollow sections, J Constr Steel Res, 118, 207, 10.1016/j.jcsr.2015.11.006
EN 1990:2002+A1:2005, Eurocode – Basis of structural design. European Committee for Standardization (CEN), Brussels, 2005.
Afshan, 2015, Reliability analysis of structural stainless steel design provisions, J Constr Steel Res, 114, 293, 10.1016/j.jcsr.2015.08.012