Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test-Reference-Cited by-同舟云学术

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Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test

Published:2024-12 Issue:6 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Vega Camilo¹^ORCID,Belarbi Abdeldjelil²,Nanni Antonio³^ORCID

Affiliation:

1. Research Assistant, Dept. of Civil and Architectural Engineering, Univ. of Miami, College of Engineering, Coral Gables, FL 33146 (corresponding author). ORCID: .

2. Distinguished Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, College of Engineering, Houston, TX 77204.

3. Inaugural Senior Scholar, Professor and Chair, Dept. of Civil and Architectural Engineering, Univ. of Miami, College of Engineering, Coral Gables, FL 33146. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4680

Reference23 articles.

1. AASHTO. 2018. AASHTO LRFD bridge design guide specifications for GFRP-reinforced concrete. 2nd ed. Washington, DC: AASHTO.

2. AASHTO. 2020. LRFD bridge design specification. 9th ed. Washington, DC: AASHTO.

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

4. Structural Assessment of AASHTO Type II Prestressed Concrete Girder with GFRP or Stainless-Steel Shear Reinforcement

5. ASTM. 2021a. Standard practice for making and curing concrete test specimens in the field. ASTM C31/C31M-21. West Conshohocken, PA: ASTM.

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