Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending-Reference-Cited by-同舟云学术

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Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending

Published:2024-06 Issue:3 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Abdoli Mahshid¹^ORCID,Mostofinejad Davood²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Isfahan Univ. of Technology (IUT), Isfahan 84156-83111, Iran (corresponding author). ORCID: .

2. Distinguished Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology (IUT), Isfahan 84156-83111, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4397

Reference52 articles.

1. Torsional behavior of FRP-strengthened reinforced concrete members considering various wrapping configurations: Theoretical analysis and modeling

2. Ultimate torsional resistance and failure modes of FRP-strengthened reinforced concrete members: A nonlinear design model

3. ACI (American Concrete Institute). 1971. Building code requirements for reinforced concrete. ACI 318-71. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI PRC-440.2-17. ACI Committee 440. Farmington Hills, MI: ACI.

5. Torsional strengthening of reinforced concrete beams with externally bonded composites: A state of the art review

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