THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB

Zhang Bohao; Guo Yanlin; Deng Jingzhi; Zhang Qinglin

doi:10.13204/j.gyjz201207002

Volume 42 Issue 7

Dec. 2014

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Li Ming. RESEARCH ON THE ARRANGEMENT FOR PRESTRESSED CABLES OF PRESTRESSED LATTICED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 92-94. doi: 10.13204/j.gyjz200505024

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Zhang Bohao, Guo Yanlin, Deng Jingzhi, Zhang Qinglin. THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 14-21,44. doi: 10.13204/j.gyjz201207002

Li Ming. RESEARCH ON THE ARRANGEMENT FOR PRESTRESSED CABLES OF PRESTRESSED LATTICED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 92-94. doi: 10.13204/j.gyjz200505024

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THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB

doi: 10.13204/j.gyjz201207002

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

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

Abstract

Abstract

A H-shaped beam with a sinusoidal corrugated web has a high load-carrying efficiency under bending, butit is still verified to be highly efficient as an axial loaded column by a rational design for the section. This paperfocused on the buckling behavior and corresponding design formula of the sinusoidal corrugated web column loadedaxially. Two specimens axially loaded were tested, and the obtained test results were consistent with those of finiteshell element analysis. Additionally, a comparison of load-carrying efficiency and design economics between the flatand corrugated web columns was also made.
- sinusoidal corrugated web,
- buckling behavior,
- test,
- design formula,

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References(13)

References

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