Performance of GFRP-Reinforced Concrete Beams Subjected to High-Sustained Load and Natural Aging for 10 Years-Reference-Cited by-同舟云学术

Performance of GFRP-Reinforced Concrete Beams Subjected to High-Sustained Load and Natural Aging for 10 Years

Published:2020-10 Issue:5 Volume:24 Page:04020054
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Esmaeili Yasin¹,Eslami Abolfazl²,Newhook John³^ORCID,Benmokrane Brahim⁴

Affiliation:

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

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

3. Professor, Faculty of Engineering, Dalhousie Univ., Sexton Campus, Halifax, NS, Canada B3H 4R2. ORCID: .

4. Professor, Tier-1 Canada Research Chair of Advanced Composite Materials for Civil Structures, and Senior NSERC Research Chair in Innovative FRP Reinforcement for Sustainable Concrete Infrastructure, 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,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001065

Reference34 articles.

1. Statistical analysis and theoretical predictions of the tensile-strength retention of glass fiber-reinforced polymer bars based on resin type

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