Mechanical and Structural Characterization of New Carbon FRP Stirrups for Concrete Members

Author:

El-Sayed Ahmed K.123,El-Salakawy Ehab123,Benmokrane Brahim123

Affiliation:

1. Postdoctoral Researcher, 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 2N2.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. American Concrete Institute (ACI). (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-03 Committee 440 Farmington Hills Mich.

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

3. American Concrete Institute (ACI). (2004b). “Prestressing concrete structures with FRP tendons.” ACI 440.4R-04 Committee 440 Farmington Hills Mich.

4. Canadian Standard Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA-S6-00 Rexdale Ont. Canada.

5. Canadian Standard Association (CSA). (2002). “Design and construction of building components with fiber reinforced polymers.” CAN/CSA S806-02 Rexdale Ont. Canada.

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