Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design-Reference-Cited by-同舟云学术

Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design

Published:2023-03 Issue: Volume:184 Page:110511
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhong Yukai^ORCID,Su Andi,Zhao Ou^ORCID

Funder

Ministry of Education - Singapore

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference31 articles.

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3. Imperfection, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes;Jiao;J. Construct. Steel Res.,2003

4. Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections;Ma;J. Struct. Eng.,2016

5. Cross-sectional behaviour of cold-formed high strength steel circular hollow sections;Meng;Thin-Walled Struct.,2020

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