Experimental and Analytical Study on Shear Performance of Embedded Through-Section GFRP-Strengthened RC Beams

Author:

Bui Linh Van Hong1ORCID,Klippathum Chanakan2ORCID,Prasertsri Tosporn3ORCID,Jongvivatsakul Pitcha4ORCID,Stitmannaithum Boonchai5

Affiliation:

1. Researcher, Division of Construction Computation, Institute for Computational Science, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam; Faculty of Civil Engineering, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam. ORCID: .

2. Graduate Student, Center of Excellence in Innovative Construction Materials, Dept. of Civil Engineering, Chulalongkorn Univ., 254 Phayathai Rd., Pathumwan, Bangkok 10330, Thailand. ORCID: .

3. Lecturer, Dept. of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala Univ. of Technology Tawan-ok, Bangkok, 10330, Thailand. ORCID: .

4. Associate Professor, Center of Excellence in Innovative Construction Materials, Dept. of Civil Engineering, Chulalongkorn Univ., 254 Phayathai Rd., Pathumwan, Bangkok 10330, Thailand (corresponding author). ORCID: .

5. Professor, Center of Excellence in Innovative Construction Materials, Dept. of Civil Engineering, Chulalongkorn Univ., 254 Phayathai Rd., Pathumwan, Bangkok 10330, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference46 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: ACI.

2. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI PRC-440.2-17. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI318-19. Farmington Hills, MI: ACI.

4. Evaluating the shear design equations of FRP-reinforced concrete beams without shear reinforcement;Ali A. H.;Eng. Struct.,2021

5. Experimental study of RC deep beams with opening and FRP composites installed by means of EBR and EBROG methods;Arabzadeh A.;Constr. Build. Mater.,2019

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