Experimental and numerical investigations of Q690 high-strength steel welded I-section columns with pitting corrosion-Reference-Cited by-同舟云学术

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Experimental and numerical investigations of Q690 high-strength steel welded I-section columns with pitting corrosion

Published:2023-09 Issue: Volume:190 Page:110961
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Jia Chen,Zhong Lei,Shao Yongsong,Li Jianwei,Guo Lanhui

Funder

Jilin Provincial Scientific and Technological Development Program

Harbin Institute of Technology

State Key Laboratory of Advanced Welding and Joining

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Bridges in high strength steel;Collin,2006

2. Development and use of high performance steel;Bjorhovde;J. Construct. Steel Res.,2004

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

4. Local buckling of S960 ultra-high strength steel welded I-sections subjected to combined compression and major-axis bending;Su;Eng. Struct.,2021

5. S960 ultra-high strength steel slender welded I-section beam–columns: Testing, numerical modelling and design;Su;Thin-Walled Struct.,2022

Cited by 6 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. Behavior of randomly pitted Q690 high-strength steel H-section members under eccentric compression;Thin-Walled Structures;2024-12

2. Performance of eccentrically loaded slender circular CFSTs subjected to localized pitting corrosion;Journal of Constructional Steel Research;2024-08

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

4. Behavior of stub SCFST columns with localized pitting corrosion damage;Engineering Failure Analysis;2024-02

5. Shear capacity of corrugated steel plates with a random corrosion damage;Thin-Walled Structures;2023-12

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