Temperature-Dependent Bond–Slip Behavior of CFRP Bars Embedded in Ultrahigh-Performance Fiber-Reinforced Concrete

Author:

Ke Lu1ORCID,Li Lin2,Feng Zheng3,Chen Zheng4,Chen Guangming5,Li Youlin2

Affiliation:

1. Assistant Professor, Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi Univ., Nanning 530004, China. ORCID: .

2. Master’s Candidate, School of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

3. Assistant Professor, School of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China (corresponding author).

4. Professor, School of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

5. Professor, State Key Laboratory of Subtropical Building and Urban Science, South China Univ. of Technology, Guangzhou 510641, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference38 articles.

1. ASTM. 2014. Standard test method for bond strength of fiber-reinforced polymer matrix composite bars to concrete by pullout testing is a new standard now available. ASTM D7913/D7913M-14. West Conshohocken, PA: ASTM.

2. ASTM. 2018. Standard test method for assignment of the glass transition temperature by dynamic mechanical analysis. ASTM E1640-18. West Conshohocken, PA: ASTM.

3. ACI (American Concrete Institute). 2012. Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures. ACI PRC-440.3-12. Farmington Hills, MI: ACI.

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

5. Bond between carbon fibre-reinforced polymer (CFRP) bars and ultra high performance fibre reinforced concrete (UHPFRC): Experimental study

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