Shear Performance of RC Bridge Girders Reinforced with Carbon FRP Stirrups

Author:

Ahmed Ehab A.123,El-Salakawy Ehab F.123,Benmokrane Brahim123

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

2. Associate Professor and Canada Research Chair in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

3. NSERC Research Chair Professor in Innovative FRP Composite Materials for Infrastructures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Ahmed E. A. El-Salakawy E. Massicotte B. and Benmokrane B. (2008). “Shear behaviour of NEBT bridge girders reinforced with carbon FRP stirrups.” Technical Rep. Phase 2-B Ministry of Transportation of Quebec Quebec City Quebec 49.

2. Alsayed S. Al-Salloum Y. and Almusallam T. (1997). “Shear design of beams reinforced by GFRP bars.” Proc. 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures Vol. 2 Japan Concrete Institute Sapporo Japan 285–292.

3. American Concrete Institute (ACI). (2004). “Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Committee 440 Farmington Hills Mich. 40.

4. American Concrete Institute (ACI). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06 Committee 440 Farmington Hills Mich. 44.

5. Construction and Testing of an Innovative Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge on Highway 20 East

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