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

Guo Yanlin; Zhang Enuo

doi:10.13204/j.gyjz200909002

Volume 39 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 7-14

Tan Ping, Zhou Fulin, Yan Weiming. SEMIACTIVE CONTROL FOR COUPLED BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 23-29. doi: 10.13204/j.gyjz200807006

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

Tan Ping, Zhou Fulin, Yan Weiming. SEMIACTIVE CONTROL FOR COUPLED BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 23-29. doi: 10.13204/j.gyjz200807006

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

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

doi: 10.13204/j.gyjz200909002

1.
Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2009-04-20
Publish Date: 2009-09-20

Abstract

Abstract

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.
- lipped H-section member,
- local buckling,
- distortional buckling,
- stability bearing capacity,
- slenderness ratio

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References(10)

References

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