Compressive Performance of Partially CFRP-Confined Square Seawater–Sea Sand Concrete Columns with Internal Epoxy-Coated Reinforcement-Reference-Cited by-同舟云学术

Compressive Performance of Partially CFRP-Confined Square Seawater–Sea Sand Concrete Columns with Internal Epoxy-Coated Reinforcement

Author:

Yang Junlong¹,Wang Ziru²,Wang Jizhong³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference59 articles.

1. Long-term performance of fusion-bonded epoxy-coated steel bars in chloride-contaminated concrete;Al-Amoudi O. S. B.;ACI Mater. J.,2004

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

3. ASTM. 2020. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39 M-20. West Conshohocken, PA: ASTM.

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