EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING

Wang Zijun; Liu Weiqing; Yao Qiulai; Dai Yunxiang

doi:10.13204/j.gyjz200407025

Volume 34 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(7): 85-87

Weng Zhenjiang, Yin Lingfeng, Shan Jian, Tang Gan, Huang Wei, Wu Feng. AUTOMATIC EMPLACEMENT CONSTRUCTION METHODS OF LARGE SINGLE-LAYER PLANE CABLE NET CURTAIN WALL BASED ON FORM-FINDING ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 75-80. doi: 10.13204/j.gyjz201110019

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Wang Zijun, Liu Weiqing, Yao Qiulai, Dai Yunxiang. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 85-87. doi: 10.13204/j.gyjz200407025

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EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING

doi: 10.13204/j.gyjz200407025

1.
1. Nanjing University of Technology Nanjing 210009;
2.
2. China Academy of Building Research Beijing 100013;
3.
3. Shenzhen Construction Department of Nanshan Area Shenzhen 518052

Received Date: 2003-12-20
Publish Date: 2004-07-20

Abstract

Abstract

Experimental research on the flexural behavior of 17 RC beams strengthened by carbon fiber sheet( CFS) under quadratic loading has been carried out. The experimental researches considered that how the reinforcement ratio of the longitudinal reinforcing bar, the quantity of carbon fiber sheet as well as stress level of the beam influence the CFS strengthening effect. Test research showed that the carbon fiber sheet has good strengthening performance, the stress at first stage can reduce the strengthening effect, and the reinforcement ratio and the CFS quantity have greater influence on the strain of CFS.
- carbon fiber sheet,
- concrete,
- beam,
- strengthen,
- quadratic loading

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