4.7 Article

Numerical investigation on local buckling behaviour of cold-formed high strength steel irregular hexagonal hollow section stub columns

期刊

THIN-WALLED STRUCTURES
卷 185, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2023.110571

关键词

High strength steel; Local buckling behaviour; Cold-forming effect; Irregular hexagonal hollow section stub; columns; Numerical modelling; Design approaches

向作者/读者索取更多资源

This paper numerically studies the local buckling behavior of cold-formed high strength steel (HSS) irregular hexagonal hollow section (IHexHS) stub columns under concentric compression. Finite-element (FE) models are developed and validated against experimental data, and then used to conduct parametric studies. The results show that existing design codes are not applicable to cold-formed HSS IHexHS stub columns. Different design codes have varying degrees of conservatism for slender and stocky sections, and modified design approaches are proposed to improve accuracy.
The local buckling behaviour of cold-formed high strength steel (HSS) irregular hexagonal hollow section (IHexHS) stub columns under concentric compression is studied numerically in this paper. Finite-element (FE) models were developed and validated against the experimental data. The validated FE models were employed to conduct extensive parametric studies. The obtained numerical results together with the experimental data were used to evaluate the applicability of the existing design codes and design approaches to the cold-formed HSS IHexHS under concentric compression. The evaluation shows that the current slenderness yield limit values codified in design codes cannot be applied to cold-formed HSS IHexHS stub columns. The Eurocode 3 (EC3) and the North American code AISC 360-16 provide slightly over-estimated predictions for slender sections whereas the Australian code AS 4100 yields conservative predictions. For stocky sections, all the design codes show high degree of conservatism due to the lack of consideration for strain hardening. Furthermore, design approaches of Continuous Strength Method (CSM) and Generalised Slenderness Resistance Method (GSRM) have been found to provide more accurate predictions than the Direct Strength Method (DSM). Modified design approaches are also proposed to improve the accuracy of the strength predictions.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据