Experimental investigation on the cold-forming effect of high strength cold-formed steel sections

被引:2
|
作者
Li, Gong -Wen [1 ,2 ]
Wu, Zhi-Xiao [1 ]
Wen, Dong-Hui [3 ]
Shao, Jian-Feng [2 ]
Hu, Chuan-Xin [2 ]
机构
[1] Cent South Architectural Design Inst Co Ltd, Wuhan, Peoples R China
[2] Wuhan Univ Sci & Technol, Sch Urban Construct, Wuhan, Peoples R China
[3] Taiyuan Univ, Dept Architecture & Environm Engn, Taiyuan, Peoples R China
基金
湖北省教育厅重点项目;
关键词
High strength; Cold-formed steel; Cold-forming effect; Residual stress; Column curve; RESIDUAL-STRESSES; BEHAVIOR;
D O I
10.1016/j.istruc.2023.105615
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many researches were carried out on the cold-forming effect of cold-formed steel sections while research on that of high strength cold-formed steel sections was quite few. Thus, an experimental investigation on the material property and residual stress of high strength cold-formed steel sections was carried out and the effect of residual stress on the overall stability bearing capacity was studied. It was found that: (1) the increase of yield strength of high strength cold-formed steel was similar to that of Q235 and Q345 cold-formed steel; (2) the residual stress at corner parts was much higher than that at flat parts and the bending residual stress of high strength cold-formed steel was much lower than that of Q235 and Q345 cold-formed steel; (3) residual stress would lead to a decline of the overall stability bearing capacity of axially loaded high strength cold-formed C-shaped steel sections and the effect became lower with the increase of strength grade.
引用
收藏
页数:16
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