Reinforced Concrete Beams with and without FRP Web Reinforcement under Pure Torsion-Reference-Cited by-同舟云学术

Reinforced Concrete Beams with and without FRP Web Reinforcement under Pure Torsion

Published:2016-03 Issue:3 Volume:21 Page:04015070
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mohamed Hamdy M.¹,Benmokrane Brahim²

Affiliation:

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

2. Professor of Civil Engineering, Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures, and Natural Sciences and Engineering Research Council of Canada Research Chair in Innovative FRP Reinforcement for Concrete Infrastructure, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000839

Reference31 articles.

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

2. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete.” ACI 318-14 and commentary Farmington Hills MI.

3. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-15 Farmington Hills MI.

4. Strength and axial behavior of circular concrete columns reinforced with CFRP bars and spirals;Afifi M. Z.;J. Compos. Constr.,2014

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