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Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002
Citation: Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002

LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD

doi: 10.13204/j.gyjz200909002
  • Received Date: 2009-04-20
  • Publish Date: 2009-09-20
  • As a new type of steel sections,lipped H-section members have excellent load-carrying efficiency and economic efficiency,compared with common H-section members.The load-carrying capacity of lipped H-members under axial load is studied by FEM,where with the large deformation,material elastic-plasticity, the geometric initial deflects and residual stress of the members taken into account,the influence of sectional geometric parameters and slenderness ratio on load-carrying capacity of the lipped H-section members are analyzed.Finally,based on a lot of FEA numerical results obtained,the design formulas are obtained for predicting load-carrying capacity of lipped H-members under axial loads.
  • 郭彦林,张婀娜.卷边翼缘工形截面构件的局部稳定性能[J].工业建筑,2009,39(9):1-6.
    [2] GB 500172003钢结构设计规范[S].
    [3] GB 500182002冷弯薄壁型钢结构设计规范[S].
    [4] CECS 102∶2002门式刚架轻型房屋钢结构技术规程[S].
    [5] Ghersi A,Landolfo R,Mazzolani F M.Design of Metallic Cold-Formed Thin-Walled Members[M].Spon Press,2002.
    [6] Ben Young.Design of Channel Columns with Inclined Edge Stiffeners[J].Journal of Constructional Steel Research,2004:183-197.
    [7] Bleich.Buckling Strength of Metal Structures[M].Mc Graw-Hill,1951.
    [8] 陈绍蕃.钢结构稳定设计指南[M].北京:中国建筑工业出版社,2004.
    [9] 王国周,瞿履谦.钢结构原理与设计[M].北京:清华大学出版社,1993.
    [10] 张婀娜.卷边工形构件的稳定性能及设计方法研究[D].北京:清华大学土木工程系,2006.
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