Effects of coarse aggregate volume on CFRP-concrete bond strength and behavior

Author:

Mostofinejad Davood,Sanginabadi Khaled,Eftekhar Mohammad Reza

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams;Mostofinejad;Constr. Build. Mater.,2013

2. FRP Composites for Reinforced and Prestressed Concrete Structures: A Guide to Fundamentals and Design for Repair and Retrofit;Nanni,2009

3. J.F. Bonacci, Strength failure mode and deformability of concrete beams strengthened externally with advanced composites, in: Proc, 2th Int Symp On Advanced Composite Materials in Bridges and Structures, ACMBS-ll, Montreal, 1996, pp. 419–426.

4. ACI 440, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08), American Concrete Institute, Farmington Hills, Mich., 2008.

5. fib Bulletin 14, Externally bonded FRP reinforcement for RC structures, International Federation for Structural Concrete (fib), Lausanne, Switzerland, 2001.

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