LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING

Guo Yanlin; Jiang Leixin; Zhang Enuo

doi:10.13204/j.gyjz200909004

Volume 39 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 22-27,14

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

Citation:

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

Citation:

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

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LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING

doi: 10.13204/j.gyjz200909004

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 structural members,limit strength of lipped H-section members subjected to both compression and bending is studied.Failure modes of stubs subjected to local buckling interaction between plates are investigated theoretically,and the corresponding formula for predicting limit strength of stubs is obtained based on numbers of examples that are designed to evaluate the influence of section parameters of stubs.Further,with the numerical results and proposed formula of stubs,limit strength of lipped H-section members under both compression and bending is studied,considering slenderness ratio of members,and the proposed formula for predicting limit strength in plane and out of plane of members is given,respectively.
- lipped H-section members,
- members under compression and bending,
- limit strength,
- slenderness ratio

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References(8)

References

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[2] 郭彦林,张婀娜.卷边翼缘工形截面的稳定性能及设计方法[J].工业建筑,2009,39(9):15-21.

[3] GB 500182002冷弯薄壁型钢结构设计规范[S].

[4] CEC S 102∶2002门式刚架轻型房屋钢结构技术规程[S].

[5] GB 500172003钢结构设计规范[S].

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[7] 陈骥.钢结构稳定理论与设计[M].北京:科学出版社,2003.

[8] 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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