Confinement Model for Concrete Columns Internally Confined with Carbon FRP Spirals and Hoops

Author:

Afifi Mohammad Z.1,Mohamed Hamdy M.2,Chaallal Omar3,Benmokrane Brahim4

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Construction Engineering, École de Technologie Supérieure, 1100 Notre-Dame West, Montreal, QC, Canada H3C 1K3.

3. Professor of Construction Engineering, École de Technologie Supérieure, 1100 Notre-Dame West, Montreal, QC, Canada H3C 1K3.

4. Professor of Civil Engineering and NSERC Research Chair in Innovative FRP Reinforcement for Concrete Infrastructure and Canada Research Chair in Advanced FRP 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

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. 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.

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

3. Alsayed S. H. Al-Salloum Y. A. Almusallam T. H. and Amjad M. A. (1999). “Concrete columns reinforced by GFRP rods.” 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.

4. Compressive behavior of concrete externally confined by composite jackets

5. Stress-strain behavior of high-strength concrete confined by ultra-high- and normal-strength transverse reinforcements;Bing L.;ACI Struct. J.,2001

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