Interfacial Behavior of Carbon FRP-to-Granite Joints with Mechanical Fastening

Author:

Li Pengda1ORCID,Zhao Yao2,Wu Yu-Fei3ORCID,Lin Jian-Ping4ORCID

Affiliation:

1. Assistant Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China. ORCID: .

2. Graduate Student, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

3. Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; School of Engineering, RMIT Univ., Melbourne, VIC 3000, Australia. ORCID: .

4. Associate Professor, College of Civil Engineering, Huaqiao Univ., Xiamen, Fujian Province 361021, China; Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao Univ., Xiamen, Fujian 361021, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference49 articles.

1. fracture energy of the concrete–FRP interface in strengthened beams

2. Experimental Investigation and Fracture Analysis of Debonding between Concrete and FRP Sheets

3. ASTM. 2009. Standard test method for compressive strength of dimension stone. ASTM C170M-09. West Conshohocken, PA: ASTM.

4. ASTM. 2017. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039/D3039M-17. West Conshohocken, PA: ASTM.

5. Experimental and theoretical issues in FRP-concrete bonding

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