STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF BEAM REINFORCED WITH STEEL FIBER IN TORSION

Qiu Jisheng; Yao Qianfeng

doi:10.13204/j.gyjz201001020

Volume 40 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 78-81,97

Xue Jianyang, Liang Jiongfeng, Peng Xiuning, Wen Yongqiang. ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 137-141. doi: 10.13204/j.gyjz201206029

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Qiu Jisheng, Yao Qianfeng. STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF BEAM REINFORCED WITH STEEL FIBER IN TORSION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 78-81,97. doi: 10.13204/j.gyjz201001020

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STUDY ON CALCULATION METHOD OF THE ULTIMATE TORQUE OF BEAM REINFORCED WITH STEEL FIBER IN TORSION

doi: 10.13204/j.gyjz201001020

Qiu Jisheng^1,2,
Yao Qianfeng¹

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Architecture and Civil Engineering,Xi’an University of Science and Technology,Xi’an 710054,China

Received Date: 2008-10-15
Publish Date: 2010-01-20

Abstract

Abstract

In this paper,based on the mechanical capacity of beams reinforced with steel fiber in torsion and taking account of the influence of the steel fiber,the formulas on ultimate torque of the beams are given using the variable angle space truss model.So that the formulas make the function of steel fibers as the equivalent longitude and transverse steel bars,which can joint well with the calculation formulas on ultimate torque of common reinforced concrete beams.Then the prediction results are compared with the results of the test,and the calculation precision of the formulas is high,Which can be used in practice.
- steel fiber reinforced concrete,
- variable angle space truss model,
- ultimate torque,
- bearing capacity

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References(9)

References

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[4] Rangachari Narayanan,Aram Sana Kareem-Palanjian. Torsion in Beams Reinforced with Barsand Fibers[J]. Journal of Structure Engineering,ASCE,1986,112(1):53-67.

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