Distortional buckling of thin-walled inclined lipped channel beams bending about the minor axis

被引:8
作者
Luo, Hong-Guang [1 ,2 ,3 ]
Guo, Yao-Jie [2 ]
Ma, Shi-Cheng [4 ]
机构
[1] China Three Gorges Univ, Coll Civil Engn & Architecture, Yichang 443002, Hubei, Peoples R China
[2] Wuhan Univ, Sch Civil & Architectural Engn, Wuhan 430072, Peoples R China
[3] Shaoyang Coll, Dept Urban Construct, Shaoyang 422000, Peoples R China
[4] Xiangtan Univ, Dept Architectural Engn, Xiangtan 411105, Peoples R China
关键词
Cold-formed thin-walled inclined lipped channels; Beams bending about the minor axis; Distortional buckling; Warping; Transverse bending deformation; Generalised Beam Theory (GBT); STEEL C-SECTION; MEMBERS; FORMULAS;
D O I
10.1016/j.jcsr.2011.05.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on the Generalised Beam Theory (GBT), two computing models are presented to analyse the distortional critical stress of cold-formed thin-walled inclined lipped channel beams bending about the minor axis. The computing model of rigid-body motion ignores the transverse bending deformation of the flange. However, the bending deformation of the flange is accounted for in the transverse bending computing model. Based on the transverse bending computing model, this paper puts up a simple method to take into account the in-plane bending of the flange. The results given by the rigid-body motion computing model does not correlate as well as those given by the transverse bending computing model with the results available in the literature. The accuracy of the transverse bending computing model is verified through comparison of its results with the known results. The comparisons demonstrate the importance of the bending deformation of the flange on the distortional buckling of cold-formed thin-walled channel beams bending about the minor axis. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1884 / 1889
页数:6
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