Prediction of Interfacial Bond Failure of FRP–Concrete Surface

Author:

Toutanji Houssam1234,Saxena Priyam1234,Zhao Liangying1234,Ooi Teng1234

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, TH-S201, Technology Hall, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, TH-S201, Technology Hall, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

3. Dept. of Civil and Environmental Engineering, TH-S201,Technology Hall, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

4. Adjunct Associate Professor, Dept. of Civil and Environmental Engineering, TH-S201, Technology Hall, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills Mich.

2. Adhikary B. B. and Mutsuyoshi H. (2001). “Study on the bond between concrete and externally bonded CFRP sheet.” Proc. 6th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-5) 1 371–378.

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

4. Brosens K. and van Gemert D. (1997). “Anchoring stresses between concrete and carbon fiber reinforced laminates.” Proc. 3rd Int. Symp. Non-Metallic (FRP) Reinforcement for Concrete Struct. Vol. 1 Japan Concrete Institute Sapporo 271–278.

5. Bond and force transfer of composite material plates bonded to concrete;Chajes M. J.;ACI Struct. J.,1996

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