Numerical simulation for local buckling behaviour of HSS welded I-section columns under axial compression-Reference-Cited by-同舟云学术

Numerical simulation for local buckling behaviour of HSS welded I-section columns under axial compression

Published:2022-05 Issue: Volume:174 Page:109060
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Cao Xianlei,Liu Shitong,Cheng Chao,Zhong Rui,Tao Zhengqiang,Zhou Xuejun,Kong Zhengyi^ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. Wedded box compression members;Usami;J. Struct. Eng.,1984

3. An experimental study on the ultimate strength and behaviour of members made of high strength steel with low-yield ratio;Iwatsubo;Mem. Fac. Eng. Kumamoto Univ.,2000

4. Local Buckling and Design Method of High Strength Steel Welded-Section Members under Axial Compression;Lin,2012

5. Local buckling behaviour of welded stub columns with normal and high strength steels;Shi;J. Construct. Steel Res.,2016

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