SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS

Zhang Xuqiao; Guo Yanlin; Jiang Ziqin

doi:10.13204/j.gyjz201207005

Volume 42 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(7): 37-44

Zhang Xuqiao, Guo Yanlin, Jiang Ziqin. SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 37-44. doi: 10.13204/j.gyjz201207005

Citation:

Zhang Xuqiao, Guo Yanlin, Jiang Ziqin. SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 37-44. doi: 10.13204/j.gyjz201207005

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SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS

doi: 10.13204/j.gyjz201207005

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

Received Date: 2012-02-25
Publish Date: 2012-07-20

Abstract

Abstract

It is common to meet the H-shaped member of sinusoidal webs with openings. Currently, the shear andbend-carrying capacity of H-shaped member of sinusoidal web with circular openings was rarely studied. This paperpresents a finite element analysis, resulting in shearing stress distribution and amplitude on the web with opening.Accordingly an equation to predict the shear-carrying capacity of the web with openings was proposed, based on lots ofFE numerical results. Finally, the bend-carrying capacity and deflection of the beam with web openings was alsoanalyzed, as well as the influence of gaps between openings.
- sinusoidal corrugated web,
- opening,
- ultimate bearing capacity

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References(8)

References

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