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原文传递 Cold-Formed High-Strength Steel Tubular Structural Members under Combined Bending and Bearing
题名: Cold-Formed High-Strength Steel Tubular Structural Members under Combined Bending and Bearing
正文语种: 英文
作者: Hai-Ting Li, A.M.ASCE1; Ben Young, F.ASCE2
作者单位: 1Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798; formerly, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China (corresponding author). Email: liht@connect.hku.hk 2Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Hong Kong, China; formerly, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.
关键词: Bearing; Bending; Cold-formed steel; High-strength steel; Hollow section; Web crippling
摘要: This paper presents experimental and numerical investigations of cold-formed high-strength steel (CFHSS) tubular structural members under combined bending and bearing. A test program that contained 33 experiments was undertaken on square hollow sections (SHSs) and rectangular hollow sections (RHSs) with nominal yield strengths up to 900 MPa. The combined bending and bearing experiments were performed under the interior-one-flange bearing load case as per the North American Specification (NAS). Finite-element models were built and validated with the experiments; a parametric study was undertaken upon validation. The experimentally and numerically obtained results were compared with nominal resistances as per the NAS and European Code (EC3) to examine their applicability to CFHSS SHS/RHS members under combined bending and bearing. Overall, the comparisons reveal that the NAS provisions were generally conservative whereas the EC3 provisions were overly conservative. It is shown that the codified bending and bearing interaction formulas can be used for CFHSS SHS/RHS members, while more accurate predictions can be achieved using recently proposed bearing design rules.
出版年: 2019
期刊名称: Journal of Structural Engineering
卷: 145
期: 8
页码: 1-11
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