Experimental and numerical investigation of lateral torsional buckling behavior and capacity of welded Q460 beams-Reference-Cited by-同舟云学术

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Experimental and numerical investigation of lateral torsional buckling behavior and capacity of welded Q460 beams

Published:2020-09 Issue: Volume:172 Page:106166
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kang Lan,Meng Liuchen,Lin Yiwei

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Guangdong Province Special Support Program

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference52 articles.

1. Experimental study on post-fire mechanical properties of high strength Q460 steel;Wang;J. Constr. Steel Res.,2015

2. Post-fire mechanical properties of high strength structural steels S460 and S690;Qiang;Eng. Struct.,2012

3. A review of research on high-strength steel structures;Ban;Proc. Instit. Civil Eng. Struct. Build.,2018

4. Post-fire mechanical response of ultra-high strength (Grade 1200) steel under high temperatures: linking thermal stability and microstructure;Azhari;Thin-Walled Struct.,2017

5. Mechanical properties deterioration of high strength steels after high temperature exposure;Zhou;Constr. Build. Mater.,2019

Cited by 12 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. Life-cycle seismic performance of Q690 steel columns with H-section under various bi-directional cyclic loading paths;Engineering Structures;2024-05

2. Experimental study on high-cycle fatigue behaviour of butt welds made of corroded AISI 304 stainless steel and Q460 high-strength steel;Structures;2024-04

3. Life-cycle assessment and prediction on ultimate capacity of corroded Q690 steel columns with H-section under bi-directional cyclic loading;Thin-Walled Structures;2024-02

4. Fatigue Life Prediction for Butt Welds Made of Corroded 1.4301 Stainless Steel and Q460 High-Strength Steel: Numerical Analysis and Proposed Design Rules;2024

5. Flexural strength of steel girders with perforated web and tubular compression flange;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-06-09

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