Cracking and Crack Control in Circular Concrete Bridge Members Reinforced with Fiber-Reinforced Polymer Bars-Reference-Cited by-同舟云学术

Cracking and Crack Control in Circular Concrete Bridge Members Reinforced with Fiber-Reinforced Polymer Bars

Published:2019-01 Issue:1 Volume:24 Page:04018108
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mousa Salaheldin¹,Mohamed Hamdy M.²,Benmokrane Brahim³

Affiliation:

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

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

3. Professor of Civil Engineering, Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures, and Natural Sciences and Engineering Research Council Chair in Fiber-Reinforced Polymer Reinforcement for Concrete Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, Quebec J1K 2R1, Canada (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.1943-5592.0001335

Reference39 articles.

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2. Seismic Performance of GFRP-Reinforced Concrete Rectangular Columns

3. Shear strength of circular concrete beams reinforced with glass fiber-reinforced polymer bars and spirals;Ali A. H.;ACI Struct. J.,2017

4. Bakis C. C. Ospina T. Bradberry B. Benmokrane S. Gross J. Newhook and G. Thiagarajan. 2006. “Evaluation of crack widths in concrete flexural members reinforced with FRP bars.” In Proc. 3rd Int. Conf. on FRP Composites in Civil Engineering (CICE 2006) 307–310. Miami FL: FL International Univ.

5. Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams

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