Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars-Reference-Cited by-同舟云学术

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Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kaufman Lukas¹^ORCID,Fam Amir²^ORCID

Affiliation:

1. Master’s Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6. ORCID: .

2. Donald and Sarah Munro Chair Professor and Vice-Dean (Research), Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4564

Reference20 articles.

1. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions

2. ACI (American Concrete Institute). 2015. Guide for the design and construction of structural concrete reinforced with FRP bars. ACI PCR-440.1-15. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber-reinforced polymer (GFRP) bars. ACI440.11-22. Farmington Hills, MI: ACI.

4. Splice Strength of Staggered and Non-Staggered Bundled Glass Fiber-Reinforced Polymer Reinforcing Bars in Concrete

5. Glass fibre reinforced plastic (GFRP) rebars for concrete structures

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