Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars

Author:

Yuan Fang1,Xiong Yuwen2,Li Pengda3ORCID,Wu Yufei4

Affiliation:

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

2. Master Candidate, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China.

3. Assistant Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China (corresponding author). ORCID: .

4. Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; School of Engineering, RMIT Univ., 376-392 Swanston St., Melbourne, VIC 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference45 articles.

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

2. Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars;Adam M. A.;Constr. Build. Mater.,2015

3. Study of compressive strength characteristics of coral aggregate concrete;Arumugam R. A.;Mag. Concr. Res.,1996

4. ASTM. 2013. Standard practice for the preparation of substitute ocean water. ASTM D1141-98. West Conshohocken, PA: ASTM.

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

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