A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE

Ji Zibin; Xiong Guangjing; He Zhihua; Huang Weichun; Wang Jintang

doi:10.13204/j.gyjz200412024

Volume 34 Issue 12

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 83-84

Ji Zibin, Xiong Guangjing, He Zhihua, Huang Weichun, Wang Jintang. A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 83-84. doi: 10.13204/j.gyjz200412024

Citation:

Ji Zibin, Xiong Guangjing, He Zhihua, Huang Weichun, Wang Jintang. A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 83-84. doi: 10.13204/j.gyjz200412024

Citation:

Ji Zibin, Xiong Guangjing, He Zhihua, Huang Weichun, Wang Jintang. A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 83-84. doi: 10.13204/j.gyjz200412024

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A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE

doi: 10.13204/j.gyjz200412024

1.
Civil Engineering Department of Shantou University Shantou 515063

Received Date: 2004-01-28
Publish Date: 2004-12-20

Abstract

Abstract

Via bonding mechanism and experimental study, the necessity of exerting contact pressure to the bonding interface between fiber s heets and concrete was indicated. A convenient and practical construction techni que of hydraulic pad-exerting-pressure was proposed. An application of the pro posed method in the strengthening of roofing beams of a university library in So uth China was described.
- fiber reinforced polymer,
- bonding strength,
- hydraulic pad,
- contact pressure,
- concrete

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References(7)

References

Spadea G, Bencardino F, Swamy R N. Structural Behavior of Composite RC Beams with Externally Bonded CFRP. Journal of Composites for Construction, ASCE, 1998(3):132～137

[2] Bonacci J F, Maalej M. Behavioral Trends of RC Beams Strengthened with Externally Bonded FRP. Journal of Composites for Construction, ASCE, 2001(2):102～113

[3] Phalguni Mukhopadhyyaya, R N Swamy. Interface Shear Stress:A New Design Criterion for Plate Debonding. Journal of Composites for Construction, ASCE, 2001(2):35～42

[4] Dai Minh Nguyen, Toong Khuan Chan and Hee Kiat Cheong .Brittle Failure and Bond Development Length of CFRP Concrete Beams. Journal of Composites for Construction, ASCE, 2001(2):12～17

[5] 熊光晶,赵若红,陈立强,等.关于改善纤维布加固混凝土梁抗弯性能方法的讨论.工业建筑,2003,33(2):13～15

[6] CECS 146:2003 碳纤维片材加固混凝土结构技术规程

[7] GB 50010-2002 混凝土结构设计规范

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