Influence of Coarse Aggregate Size on the Bonding between CFRP Sheets and Metakaolin-Based Geopolymer Concrete and Ordinary Concrete

Author:

Fazli Hamed1ORCID,Yan Dongming2ORCID,Zhang Yajun3,He Yaogu4,Hu Yunjin5

Affiliation:

1. Postdoctoral Fellow, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: .

2. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

3. Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

4. M.S. Candidate, College of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China.

5. Professor, College of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference111 articles.

1. ACI (American Concrete Institute). 2008. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-08. Farmington Hills, MI: ACI.

2. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete and commentary. ACI 318-14. Farmington Hills, MI: ACI.

3. Effect of coarse aggregate size on interfacial cracking under uniaxial compression

4. Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression

5. Assessing the ITZ microcracking via scanning electron microscope and its effect on the failure behavior of concrete

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