Shear Strengthening and Shear Repair of 2-Span Continuous RC Beams with CFRP Strips

Author:

Abdul Samad Abdul Aziz1,Ali Noorwirdawati2,Mohamad Noridah3,Jayaprakash J.4,Tee Kong Fah5,Mendis Priyan6

Affiliation:

1. Professor, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johor, Malaysia; Academic Visitor, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia (corresponding author).

2. Senior Lecturer, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johor, Malaysia.

3. Associate Professor, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johor, Malaysia.

4. Associate Professor, Dept. of Civil Engineering, Univ. of Nottingham, Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor Darul Ehsan, Malaysia.

5. Reader, Dept. of Engineering Science, Univ. of Greenwich, Kent ME4 4TB, U.K.

6. Professor, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia.

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). (1996). “State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” ACI 440 Farmington Hills MI.

2. ACI (American Concrete Institute). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills MI.

3. ACI (American Concrete Institute). (2008a). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

4. ACI (American Concrete Institute). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

5. Behavior of Concrete Beams Strengthened in Shear with Carbon-Fiber Sheets

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