Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut

Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method

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:

Liu Shuqing¹,Polak Maria Anna²^ORCID

Affiliation:

1. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4664

Reference30 articles.

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2. ACI (American Concrete Institute). 2008. Building code requirements for structural concrete and commentary. ACI CODE-318-08. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary (reapproved 2022). ACI CODE-318-19(22). Farmington Hills, MI: ACI.

4. 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.

5. Apinis, R., J. Modniks, V. Tamuzs, and R. Tepfers. 1998 “Ductility of hybrid fiber composite reinforcement FRP for concrete.” In Proc., 8th European Conf. on Composite Materials (ECCM8), 89–96. Cambridge, UK: Woodhead Publishing.