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Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006
Citation: Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006

LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz201312006
  • Received Date: 2013-08-04
  • Publish Date: 2013-12-20
  • It was analyzed the distortional buckling of the flange-lip section in closed form solution. Through modelling the flange-lip section as a parallel system resisting bending loads, it was also proposed formulas to calculate the equivalent bending rigidity of the lip. Using the analytic methods,the bucklings of Z and C sections under axial loading were investigated. The critical stresses of local and distortional bucklings,buckling factors,together with buckling wave-length. Approximate formulas with excellent accuracy were proposed.
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    Lau S C W,Hancock G J.Distortional Buckling Formulas forChannel Columns[J].J Struct Eng ASCE,1987,113:1063-1078.
    [3] 陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲[J].建筑结构学报, 2002, 23(1):27-31.
    [4] 吕烈武, 沈世钊, 沈祖炎, 等.钢结构构件稳定理论[M].北京:中国建筑工业出版社, 1983.
    [5] GB 500182002 冷弯薄壁型钢结构技术规范[S].
    [6] Column Research Committee of Japan.Handbook of StructuralStability[M].Tokyo: Corona Publishing Company Ltd, 1971.
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