Experimental and Analytical Behavior of GFRP-Reinforced Concrete Box Girders under Pure Torsion-Reference-Cited by-同舟云学术

Experimental and Analytical Behavior of GFRP-Reinforced Concrete Box Girders under Pure Torsion

Published:2024-02 Issue:1 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mostafa Ibrahim T.¹,Mousa Salaheldin²^ORCID,Mohamed Hamdy M.³,Benmokrane Brahim⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1. ORCID: .

3. Research Associate and Lecturer, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

4. Professor of Civil Engineering and Tier 1 Canada Research Chair Professor in Advanced Composite Materials for Civil Structures and Industrial Research Chair Professor in FRP Reinforcement for Sustainable & Resilient Concrete Infrastructure, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

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/JCCOF2.CCENG-4212

Reference34 articles.

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

2. Analytical Study on the Torsional Behavior of Reinforced Concrete Beams Strengthened with FRCM Composite

3. Shear strength of circular concrete beams reinforced with glass fiber-reinforced polymer bars and spirals;Ali A. H.;ACI Struct. J.,2016

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

5. Behaviour of RC beams strengthened with FRP strips under combined action of torsion and bending