Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading

Author:

Bizindavyi L.1,Neale K. W.2,Erki M. A.3

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

2. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

3. Professor, Dept. of Civil Engineering, Royal Military College, Kingston ON, Canada K7K 7B4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference9 articles.

1. Fatigue Performance of Concrete Beams Strengthened with CFRP Plates

2. Bizindavyi L. (2000). “Étude expérimentale et analytique du comportement de l’interface entre les structures en béton armé et les plaques de renfort externes en polymères renforcés de fibers.” PhD thesis Univ. of Sherbrooke Sherbrooke Que. Canada 440.

3. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

4. Ferrier E. Nasseri H. and Hamelin P. (1999). “Fatigue behavior of composite reinforcement for concrete structures.” Proc. 4th Int. Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ACI SP-188 C. W. Dolan S. H. Rizkalla and A. Nanni eds. American Concrete Institute Detroit 535–546.

5. Heffernan P. J. (1997). “Fatigue behaviour of reinforced concrete beams strengthened with CFRP laminates.” PhD thesis Royal Military College of Canada Kingston Ont. Canada 157.

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