Construction and Testing of GFRP Steel Hybrid-Reinforced Concrete Bridge-Deck Slabs of Sainte-Catherine Overpass Bridges

Author:

Ahmed Ehab A.1,Settecasi François2,Benmokrane Brahim3

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Master’s Student, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

3. Natural Sciences and Engineering Research Council (NSERC) and Tier-1 Canada Research Chair Professor in Advanced Fiber-Reinforced Polymer Composite Materials for Civil Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Ahmed E. and Benmokrane B. (2012). “Hybrid reinforced concrete bridge deck slab of 410 Overpass Bridge in Quebec: Construction and testing.” Proc. 3rd Int. Structural Specialty Conf. Canadian Society for Civil Engineering Montreal.

2. Ahmed E. A. and Benmokrane B. (2011). “Static testing of full-scale concrete bridge barriers reinforced with GFRP bars.” Proc. 10th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10) R. Sen et al. eds. American Concrete Institute Farmington Hills MI 5.1–5.20.

3. Concrete bridge barriers reinforced with glass fibre-reinforced polymer: static tests and pendulum impacts

4. Live-Load Distribution Factors in Prestressed Concrete Girder Bridges

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