Assessment of Bond Strength of GFRP Bars Embedded in Fiber-Reinforced Cementitious Composites

Author:

Bediwy Ahmed G.1,El-Salakawy Ehab F.2ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6.

2. Professor of Civil Engineering, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference28 articles.

1. ACI. 2015. Guide for the design and construction of structural concrete reinforced with FRP bars, 1–88. ACI 440.1R-15. Detroit, MI: ACI.

2. Durability of GFRP Bars’ Bond to Concrete under Different Loading and Environmental Conditions

3. Effects of basalt and glass chopped fibers addition on fracture energy and mechanical properties of ordinary concrete: CMOD measurement

4. ASTM. 2016. Standard test method for tensile properties of fiber reinforced polymer matrix composite bars. ASTM D7205/D7205M. West Conshohocken, PA: ASTM.

5. Development length and bond strength equations for FRP bars embedded in concrete

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