Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement

Author:

Barris Cristina1ORCID,Baena Marta2ORCID,Jahani Younes3ORCID,Codina Alba3ORCID,Torres Lluís2ORCID

Affiliation:

1. AMADE, Dept. of Industrial Construction and Mechanical Engineering, Univ. of Girona, Campus Montilivi, 17003 Girona, Spain (corresponding author). ORCID: .

2. AMADE, Dept. of Industrial Construction and Mechanical Engineering, Univ. of Girona, Campus Montilivi, 17003 Girona, Spain. ORCID: .

3. Ph.D. Student, AMADE, Dept. of Industrial Construction and Mechanical Engineering, Univ. of Girona, Campus Montilivi, 17003 Girona, Spain. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference37 articles.

1. ACI (American Concrete Institute). 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 (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI 318-19. Farmington Hills, MI: ACI.

3. Nonlinear finite elements modeling and experiments of FRP-reinforced concrete piles under shear loads

4. Crack Width Prediction for Concrete Beams Strengthened with Carbon FRP Composites

5. ASTM. 2014. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469/C469M. West Conshohocken, PA: ASTM.

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