 | | Mechanics of Solids
A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936 |
Archive of Issues
| Total articles in the database: | | 13205 |
| In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8140
|
| In English (Mech. Solids): | | 5065 |
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| Zonglai Peng, Yuhong Yang, Laifu Zhang, Fan Yang, and Yong Cai, "A Review on the Buckling Behavior of Cold-Formed Thin-Walled Steel Members," Mech. Solids. 60 (2), 1469-1484 (2025) |
| Year |
2025 |
Volume |
60 |
Number |
2 |
Pages |
1469-1484 |
| DOI |
10.1134/S0025654425600710 |
| Title |
A Review on the Buckling Behavior of Cold-Formed Thin-Walled Steel Members |
| Author(s) |
Zonglai Peng (China Construction Fifth Bureau Installation Engineering Co., LTD, Shenzhen, 518118 China)
Yuhong Yang (China Construction Fifth Bureau Installation Engineering Co., LTD, Shenzhen, 518118 China)
Laifu Zhang (School of Civil Engineering, Central South University, Changsha, 410075 China; zlf2926457836@163.com)
Fan Yang (China Construction Fifth Bureau Installation Engineering Co., LTD, Shenzhen, 518118 China)
Yong Cai (School of Civil Engineering, Central South University, Changsha, 410075 China, 18803314336@163.com) |
| Abstract |
Cold-formed thin-walled steel (CFTWS) is widely used in the construction field due to its
advantages of light weight and high strength. This study is dedicated to summarizing a series of buckling issues related to CFTWS members. The paper first introduces important basic concepts related to
the buckling of CFTWS and provides some commonly used research methods to help readers quickly delve into the issues they are interested in. By reviewing the existing literature in chronological order,
the study discusses the current research status of CFTWS columns and beams. The results show that
the existing literature generally focuses on the effects of slenderness ratio, initial imperfections, crosssectional shape, and openings on the buckling performance of members. Compared with CFTWS
compression members, existing studies on flexural members are relatively scarce, and they mainly
focus on low-strength steel. Finally, based on the deficiencies in existing research, the paper clarifies
the future research directions. This paper can provide valuable references for the promotion and application of CFTWS structure technology. |
| Keywords |
cold-formed thin-walled steel, buckling issues, research methods, Columns and beams |
| Received |
13 February 2025 | Revised |
11 March 2025 | Accepted |
15 March 2025 |
| Link to Fulltext |
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