Long-Term Durability of Nonpultruded Curvilinear GFRP Bars Exposed to an Alkaline Environment: Experimental Studies and Modeling

Author:

Hosseini Seyed Mohammad1ORCID,Mousa Salaheldin2ORCID,Mohamed Hamdy3,Benmokrane Brahim4

Affiliation:

1. Ph.D. Graduate, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1. ORCID: .

2. Postdoctoral Fellow, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1. ORCID: .

3. Research Associate, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

4. Professor of Civil Engineering and Tier 1 Canada Research Chair in Advanced Composite Materials for Civil Structures and Industrial Research Chair Professor in FRP Reinforcement for Concrete Structures, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Reference57 articles.

1. ACI (American Concrete Institute). 2020. Guide for precast concrete tunnel segments. ACI 533.5R-20. Farmington Hills, MI: ACI.

2. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber-reinforced polymer (GFRP) bars—Code and commentary. ACI 440.11-22. Farmington Hills, MI: ACI.

3. Bend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods

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

5. Durability performance and long-term prediction models of sand-coated basalt FRP bars

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