Flexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis

Author:

Kotynia Renata1234,Abdel Baky Hussien1234,Neale Kenneth W.1234,Ebead Usama A.1234

Affiliation:

1. Assistant Professor, Dept. of Concrete Structures, Technical Univ. of Lodz, Al. Politechnik 6, 90-924 Lodz, Poland. E-mail: Renata.Kotynia@p.lodz.pl

2. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1. E-mail: Hussien.El.Baky@USherbrooke.ca

3. Canada Research Chair in Advanced Engineered Material Systems, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1 (corresponding author). E-mail: Kenneth.Neale@USherbrooke.ca

4. Assistant Professor, Dept. of Civil and Environmental Engineering, College of Engineering, United Arab Emirates Univ., P.O. Box 17555, Al Ain, United Arab Emirates. E-mail: Usama.Ebead@USherbrooke.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

1. ADINA. (2004a). Automatic dynamic incremental nonlinear analysis: Finite element software version 8.2 ADINA R & D Inc. Watertown Mass.

2. ADINA. (2004b). Theory and modeling guide: Volume I Chapter 3 version 8.2 ADINA R & D Inc. Watertown Mass.

3. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI No. 440.2R-02 Farmington Hills Mich.

4. Increasing flexural capacity of reinforced concrete beams using carbon fibre-reinforced polymer composites;Brena S. F.;ACI Struct. J.,2003

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