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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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

张庆林.波浪腹板工形构件稳定承载力设计方法研究[D].北京:清华大学,2008.

[2] 李波,王肇民,赵晖.梁腹板开有圆孔时的稳定问题研究[J].四川建筑科学研究,2006,32(1):62-65.

[3] Lindner J.Shear Capacity of Beams with Trapezoidally CorrugatedWebs and Openings[C]∥Proceedings of the 1991 AnnualTechnical Session on Inelastic Behavior and Design of Frames.1991:15-17.

[4] Kiymaz G,Coskun E,Cosgun C,et al.Transverse Load CarryingCapacity of Sinusoidally Corrugated Steel Web Beams with WebOpenings[J].Steel and Composite Structures,2010,10(1):69-85.

[5] 郭彦林,张庆林,王小安.波浪腹板工形构件抗剪承载力设计理论及试验研究[J].土木工程学报,2010,40(10):45-52.

[6] Narayanan R.Plated Structures Stability and Strength[M].London:Applied Science Publishers,1983.

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