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- W4210771040 abstract "This paper reports an experimental and numerical study of the cross-sectional behaviour of cold-formed high-strength steel (HSS) square and rectangular hollow section (SHS and RHS) members. Six stub column tests, six 3-point and three 4-point bending tests have been carried out, followed by the development of accurate finite element (FE) models and a parametric study. Based on the test and FE results, the design rules for slender cross-sections in European, American, Australian and Chinese standards and the GSRM method have been assessed via reliability analyses. A new equation for deriving the cross-sectional slenderness of SHS and RHS considering the influence of corner radius and new area reduction factors for designing slender cold-formed S900 (and above) SHS and RHS have also been proposed." @default.
- W4210771040 created "2022-02-08" @default.
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- W4210771040 date "2022-03-01" @default.
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- W4210771040 title "Local buckling resistances of cold-formed high-strength steel SHS and RHS with varying corner radius" @default.
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- W4210771040 doi "https://doi.org/10.1016/j.tws.2022.108909" @default.
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