THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS

Zhang Peng; Deng Yu; Li Bing; Zhu Mei; Zhang Shengli

doi:10.13204/j.gyjz20081030

Volume 38 Issue 10

Dec. 2014

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Zhang Peng, Deng Yu, Li Bing, Zhu Mei, Zhang Shengli. THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 121-122. doi: 10.13204/j.gyjz20081030

Citation:

Zhang Peng, Deng Yu, Li Bing, Zhu Mei, Zhang Shengli. THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 121-122. doi: 10.13204/j.gyjz20081030

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THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS

doi: 10.13204/j.gyjz20081030

1.
Department of Civil Engineering and Architecture,Guangxi University of Technology Liuzhou 545006

Received Date: 2007-03-04
Publish Date: 2008-10-20

Abstract

Abstract

Based on the definition of two failure modes of concrete beam reinforced with FRP bars,the suggestions on computing critical reinforcement ratio for concrete beam reinforced with FRP bars and that of concrete beam reinforced with prestressed FRP bars are presented,which may be use for reference to further study and design.
- FRP bars,
- concrete beam,
- critical reinforcement ratio,
- computing method

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References(3)

References

ACI 440.IR-01.Guide for the Design and Construction of Concrete Reinforced with FRP bars.ACI Committee 440,American Concrete Institute.Farmington Hills,MI,2001:41

[2] 张鹏.FRP筋混凝土梁受力性能的试验研究及理论分析:[学位论文].南宁:广西大学,2006

[3] Sameh Michel Rafla Salib.Behaviour and Strength of Concrete Beams Reinforced and/or Pretressed with FRP Bars.Windsor,Ontario,Canada:University of Windsor,2001:87-90

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