Bond Strength of Tension Lap Splices in High-Strength Concrete Beams Strengthened with Glass Fiber Reinforced Polymer Wraps

Author:

Hamad Bilal S.1,Rteil Ahmad A.2,Soudki Khaled A.3

Affiliation:

1. Professor and Chairman, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El Solh 1107 2020, Beirut, Lebanon.

2. Graduate Student, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. American Concrete Institute (ACI). (1996). “State-of-the-art report on fiber reinforced plastic reinforcement for concrete.” ACI 440R-96 Detroit.

2. American Concrete Institute (ACI). (2002). “Building code requirements for reinforced concrete and commentary.” ACI 318-02/ACI 318R-02 Detroit.

3. Proposed modifications to ACI 318-95: Tension development and lap splice for high strength concrete.;Azizinamini A.;ACI Struct. J.,1999

4. Behavior of lap-spliced reinforcing bars embedded in high strength concrete.;Azizinamini A.;ACI Struct. J.,1999

5. Bond performance of reinforcing bars embedded in high strength concrete.;Azizinamini A.;ACI Struct. J.,1993

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