Fatigue Life Evaluation of Concrete Bridge Deck Slabs Reinforced with Glass FRP Composite Bars

Author:

El-Ragaby Amr123,El-Salakawy Ehab123,Benmokrane Brahim123

Affiliation:

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

2. Canada Research Chair Professor 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. New Method for Testing Fiber-Reinforced Polymer Rods under Fatigue

2. Loss of punching capacity of bridge deck slabs from crack damage;Azad A. K.;ACI Struct. J.,1993

3. Benmokrane B. and El-Salakawy E. F. eds. (2002). “Durability of fiber-reinforced polymer (FRP) composites for construction.” Proc. 2nd Int. Conf. on the Durability of Composites for Construction Montréal.

4. Designing and Testing of Concrete Bridge Decks Reinforced with Glass FRP Bars

5. Canadian Standards Association (CSA). (2000). “Canadian highway bridge design code.” CAN/CSA-S6-00 CSA Toronto.

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