Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars-Reference-Cited by-同舟云学术

Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars

Published:2011-10 Issue:5 Volume:15 Page:682-695
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kassem Chakib¹²³,Farghaly Ahmed Sabry¹²³,Benmokrane Brahim¹²³

Affiliation:

1. Former Ph.D. student, Project Engineer, Osmos Canada, 1001 Maisonneuve Blvd. West, Suite 800-B, Montreal, PQ, Canada, H3A 3C8.

2. Post-doctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada, J1K 2R1; Lecturer, Assiut Univ., Assiut, Egypt.

3. Professor of Civil Engineering, Canada Research Chair in Advanced Composite Materials for Civil Structures, NSERC Research Chair in Innovative FRP Reinforcement for Concrete 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000216

Reference40 articles.

1. Tensile Lap Splicing of Bundled CFRP Reinforcing Bars in Concrete

2. American Concrete Institute (ACI) Committee 318. (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

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

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

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

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