Effect of corrosion on the buckling behaviour of cold-formed steel channel section columns under axial compression-Reference-Cited by-同舟云学术

Effect of corrosion on the buckling behaviour of cold-formed steel channel section columns under axial compression

Published:2023-01-31 Issue:2 Volume:23 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Nie Biao,Xu Shanhua,Chen Huapeng,Wang Youde

Funder

13th Five-Year national focus on R & D project of China

National Nature Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s43452-023-00615-9.pdf

Reference39 articles.

1. Yu C. Distortional buckling of cold-formed steel members in bending. Washington: John Hopkins University; 2005.

2. Davies JM. Recent research advances in cold-formed steel structures. J Struct Steel Res. 2000;55(1–3):267–88.

3. Ye J, Hajirasouliha I, Becque J, et al. Development of more efficient cold-formed steel channel sections in bending. Thin-Walled Struct. 2016;101(4):1–13.

4. Cascini L, Portioli F, Landolfo R. Probabilistic time variant assessment of thin-walled steel members under atmospheric corrosion attack. Statyba. 2014;20(3):404–14.

5. Paik JK, Lee JM, Ko MJ. Ultimate shear strength of plate elements with pit corrosion wastage. Thin-Walled Struct. 2004;42(8):1161–76.

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