Experimental and numerical study on the behavior of high strength Q960 steel columns after fire exposure-Reference-Cited by-同舟云学术

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Experimental and numerical study on the behavior of high strength Q960 steel columns after fire exposure

Published:2024-05 Issue: Volume:198 Page:111748
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Wang Weiyong,Li Yameng,Wang Zhiruoyu,Pang Shiyun

Funder

Natural Science Foundation of Chongqing Municipality

Publisher

Elsevier BV

Reference48 articles.

1. Post-fire mechanical response of high strength steels[J];Pandey;Thin-Walled Struct.,2021

2. Minor-axis flexural buckling behaviour and resistances of pin-ended S690 high strength steel welded I-section columns[J];Sun;Thin-Walled Struct.,2020

3. Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns[J];Sun;J. Construct. Steel Res.,2019

4. Research on overall stability of BS700 high-strength steel columns with box section[J];Gao;J. Construct. Steel Res.,2022

5. Experimental study on local buckling of 800MPa HSS welded I-section columns under axial compression[J];Cao;Thin-Walled Struct.,2020

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. Mechanical properties of Q235 and 20# steel after CO2 fire extinguishing treatment;Journal of Constructional Steel Research;2024-09

2. Test on residual stress of high strength Q960 steel welded H- and box- sections after exposure to high temperature;Structures;2024-06

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