Flexural buckling of cold-formed austenitic stainless steel flat-oval hollow section columns: Testing, modelling and design-Reference-Cited by-同舟云学术

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Flexural buckling of cold-formed austenitic stainless steel flat-oval hollow section columns: Testing, modelling and design

Published:2024-06 Issue: Volume:199 Page:111795
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Shuai,Liang Yating,Chen Man-Tai^ORCID,Zhao Ou^ORCID

Funder

Government of Singapore Ministry of Education

Publisher

Elsevier BV

Reference37 articles.

1. Cold-formed-steel oval hollow sections under axial compression;Zhu;J. Struct. Eng.,2011

2. Design of cold-formed steel oval hollow section columns;Zhu;J. Constr. Steel. Res.,2012

3. Flexural behaviour of cold-formed steel oval hollow section beams;Zhu;J. Constr. Steel. Res.,2021

4. Experimental and numerical investigation on strength of eccentrically loaded steel oval hollow sections;Abdelaty;Des. Eng.,2021

5. Cyclic behavior of oval hollow section (OHS) beam-columns;Fang;Thin-Walled Struct.,2021

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Structural behaviour and design of cold-formed austenitic stainless steel flat-oval hollow section beam-columns;Engineering Structures;2024-10

2. Cross-section behaviour and capacity of cold-formed austenitic stainless steel flat-oval hollow sections under combined compression and bending;Thin-Walled Structures;2024-06

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