Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths-Reference-Cited by-同舟云学术

Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths

Published:2022-06 Issue:3 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hawileh Rami A.¹,Saleh Rayyan B.²,Saqan Elias I.³^ORCID,Abdalla Jamal A.¹

Affiliation:

1. Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah 26666, United Arab Emirates.

2. Graduate Student, American Univ. of Sharjah, Sharjah 26666, United Arab Emirates.

3. Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78705 (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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001212

Reference42 articles.

1. ACI. 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Farmington Hills, MI: ACI.

2. ACI. 2019. Building code requirement for structural concrete and commentary. ACI 318R-19. Farmington Hills, MI: ACI.

3. Effect of Member Depth on Shear Strength of High-Strength Fiber-Reinforced Polymer–Reinforced Concrete Beams

4. Size Effect on Shear Strength of FRP Reinforced Concrete Beams without Stirrups

5. RC beams strengthened with NSM CFRP rods and modeling of peeling-off failure

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