Performance Evaluation of Concrete Columns Reinforced Longitudinally with FRP Bars and Confined with FRP Hoops and Spirals under Axial Load

Author:

Mohamed Hamdy M.1,Afifi Mohammad Z.2,Benmokrane Brahim3

Affiliation:

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

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

3. Natural Sciences and Engineering Research Council (NSERC) and Canada Research Chair Professor in Innovative FRP Composite Materials for Civil Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 Blvd. Université, Sherbrooke, QC, Canada, J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Alsayed S. H. Al-Salloum Y. A. Almusallam T. H. and Amjad M. A. (1999). “Concrete columns reinforced by GFRP rods.” Proc. Fourth Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Reinforced Concrete Structures SP-188 C. W. Dolan S. H. Rizkalla and A. Nanni eds. American Concrete Institute Farmington Hills MI 103–112.

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

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

4. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete (ACI 318-11) and commentary.” ACI 318R-11 Farmington Hills MI.

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