CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS

Ouyang Yu; Wang Peng; Zhang Yunchao

doi:10.13204/j.gyjz200706007

Volume 37 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(6): 24-27

Xu Shanhua, Yang Long, Xu Yingzhe. EXPERIMENTAL RESEARCH ON BOND BEHAVIORS BETWEEN PLAIN STEEL BARS AND CONCRETE AFTER FREEZING AND THAWING CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 23-26. doi: 10.13204/j.gyjz201502006

Citation:

Ouyang Yu, Wang Peng, Zhang Yunchao. CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 24-27. doi: 10.13204/j.gyjz200706007

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CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS

doi: 10.13204/j.gyjz200706007

1.
Department of Civil Engineering,Shanghai University Shanghai 200072

Received Date: 2007-02-10
Publish Date: 2007-06-20

Abstract

Abstract

Based on the design code for strengthening concrete structure,using the theory of calculating the flexural capacity and the shear capacity of RC beams with rectangular section strengthened by FRP,it is calculated and analysed the flexural capacity and the shear capacity of RC beams strengthened by BFRP sheets or CFRP sheets.The calculation process indicate that it is easy to calculate the flexural capacity and the shear capacity of RC beams strengthened by BFRP based on the design code for strengthening concrete structure.
- BFRP sheets,
- RC beams,
- strengthening,
- flexural capacity,
- shear capacity