Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars

Author:

Peng Fei1ORCID,Deng Jidong2,Xue Weichen3ORCID

Affiliation:

1. Associate Professor, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, China; Associate Professor, College of Civil Engineering, Hunan Univ., Lushan S Rd., 1, Changsha 410082, China. ORCID: .

2. Master’s Candidate, College of Civil Engineering, Hunan Univ., Lushan S Rd., 1, Changsha 410082, China.

3. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures of the Ministry of Education, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China; Professor, Dept. of Structural Engineering, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference35 articles.

1. 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. Farmington Hills, MI: ACI.

2. ASTM. 2017. Standard practice for fabricating and testing specimens of ultra-high performance concrete. ASTM C1856/C1856M. West Conshohocken, PA: ASTM.

3. ASTM. 2021. Standard test method for tensile properties of fiber reinforced polymer matrix composite bars. ASTM D7205/D7205M-21. West Conshohocken, PA: ASTM.

4. Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars

5. Size effect on flexural behavior of ultra-high-performance concrete beams with different reinforcement

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