EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE

An Ming-liang

doi:10.13204/j.gyjz200610013

Volume 36 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 43-45

Liu Hongyan, Wang Yuanyuan, Qin Siqing. SIMULATION OF SEEPAGE FIELD IN EXCAVATION SLOPE DURING RAINFALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 50-53,72. doi: 10.13204/j.gyjz200710014

Citation:

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

Liu Hongyan, Wang Yuanyuan, Qin Siqing. SIMULATION OF SEEPAGE FIELD IN EXCAVATION SLOPE DURING RAINFALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 50-53,72. doi: 10.13204/j.gyjz200710014

Citation:

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

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EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE

doi: 10.13204/j.gyjz200610013

An Ming-liang

1.
Tiandi JCT (Beijing) Science&Technology Co.,Ltd Beijing 100013

Received Date: 2005-12-18
Publish Date: 2006-10-20

Abstract

Abstract

A series of RC beams strengthened in flexure with CFRP plates were tested and studied. The test results showed that the CRFP plate reinforcement could highly increase the bending load capacity of the beam. Based on the testing results, the load_deformation process, flexural failure characteristics and the effect of various parameters on their behavior were all discussed.
- CFRP plate,
- strengthening,
- RC beams,
- bending load capacity

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References(3)

References

王文炜, 赵国藩. 纤维复合物加固钢筋混凝土梁抗弯承载力及参数分析. 工业建筑, 2003, 33(9): 16-19

吴刚, 安琳, 吕志涛. 碳纤维布用于钢筋混凝土梁抗弯加固的试验研究. 建筑结构, 2000, 30(7)

GB 1052-92 混凝土结构试验方法标准

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