2021
DOI: 10.1016/j.jcsr.2021.106950
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Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire

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Cited by 9 publications
(4 citation statements)
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“…In Gardner and Baddoo [14], stainless steel beams were also tested in fire. In addition to the experiments on stainless steel elements in fire, He et al [28][29][30], Lan et al [31] also tested stainless steel members following their exposure to fire.…”
Section: Introductionmentioning
confidence: 99%
“…In Gardner and Baddoo [14], stainless steel beams were also tested in fire. In addition to the experiments on stainless steel elements in fire, He et al [28][29][30], Lan et al [31] also tested stainless steel members following their exposure to fire.…”
Section: Introductionmentioning
confidence: 99%
“…The world's first experimental and numerical investigations into the flexural buckling behaviour and resistance of hot-rolled stainless steel channel section columns have been reported in Chapter 6 (Li et al 2021). An experimental programme includes initial global and local geometric imperfection measurements and pin-ended compression tests on ten hot-rolled stainless steel channel section column specimens.…”
Section: Discussionmentioning
confidence: 99%
“…The continuous strength method (Afshan and Gardner 2013;Zhao et al 2017;Zhao and Gardner 2018) is an advanced deformation-based design method, which allows for proper consideration of material strain hardening in determining cross-section resistances under isolated loading. The CSM had been shown to result in accurate and consistent compression and bending resistances of stainless steel channel sections (Zhao and Gardner 2018;Zhang et al 2020a;Lan et al 2021;) and the CSM crosssection compression and bending resistances are ideal end points for the new improved design interaction curve. The use of the CSM for the calculation of crosssection resistances under pure compression has been described in Section 3.5 and the CSM cross-section compression resistance Ncsm,Rd is given by Equation (3.12).…”
Section: Development Of New Design Methodsmentioning
confidence: 99%
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