Durability of GFRP Reinforcing Bars Embedded in Moist Concrete

Author:

Robert Mathieu123,Cousin Patrice123,Benmokrane Brahim123

Affiliation:

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

2. Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

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

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

Reference26 articles.

1. ASTM. (2000). “Standard test methods for density and specific gravity (relative density) of plastics by displacement.” ASTM D 192 Philadelphia.

2. ASTM. (2003a). “Standard test method for assignment of the glass transition temperature by differential scanning calorimetry.” ASTM E 1356 Philadelphia.

3. ASTM. (2003b). “Standard test method for compositional analysis by thermogravimetry.” ASTM E 1131 Philadelphia.

4. ASTM. (2005). “Standard specification for Portland cement.” ASTM C 150 Philadelphia.

5. A model specification for FRP composites for civil engineering structures

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