Shear Behavior of Seawater–Sea Sand Concrete Beams Reinforced with BFRP Bars and Stirrups

Author:

Liao Baoqiang1,Du Yunxing2,Zhou Rui1,Rahman Md Zillur3ORCID,Zhu Deju4

Affiliation:

1. Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, P. R. China.

2. Professor, Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, P. R. China.

3. Dept. of Mechanical Engineering, Ahsanullah Univ. of Science and Technology, Dhaka 1208, Bangladesh. ORCID: .

4. Professor, International Science Innovation Collaboration Base for Green and Advanced Civil Engineering Materials of Hunan Province, Hunan Univ., Changsha 410082, P. R. 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

Reference36 articles.

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

2. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber-reinforced polymer (GFRP) bars—Code and commentary. ACI 440.11-22. Farmington Hills, MI: ACI.

3. Shear behavior of basalt FRC beams reinforced with basalt FRP bars and glass FRP stirrups: Experimental and analytical investigations

4. Shear behavior of green concrete beams reinforced with basalt FRP bars and stirrups

5. Flexural behavior of basalt fiber reinforced concrete beams with recycled concrete coarse aggregates

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