Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique

Author:

Van Hong Bui Linh1ORCID,Ohno Tetsushi2ORCID,Kurihara Norihiko3,Sekiya Hidehiko4

Affiliation:

1. Research Assistant Professor, Advanced Retrofit Technology International Center, Advanced Research Laboratories, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan (corresponding author). ORCID: .

2. Graduate Student, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan. ORCID: .

3. Associate Professor, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan.

4. Professor, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Reference49 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2023. Design and construction of externally bonded fiber-reinforced polymer (FRP) systems for strengthening concrete structures—Guide. ACI PRC-440.2-23. Farmington Hills, MI: ACI.

3. Fatigue flexural behavior of corroded reinforced concrete beams repaired with CFRP sheets;Al-Hammoud R.;J. Compos. Constr.,2010

4. Polyurethane-FRP external strengthening of RC beams with no steel stirrups;Al-Lebban Y. F.;J. Compos. Constr.,2018

5. ASTM. 2023. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M-23. West Conshohocken, PA: ASTM.

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