An experimental and numerical study of the effect of thickness and length of CFRP on performance of repaired reinforced concrete beams

Author:

Li L.J.,Guo Y.C.,Liu F.,Bungey J.H.

Publisher

Elsevier BV

Subject

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

Reference21 articles.

1. Nonlinear high-order analysis of cracked RC beams strengthened with FRP strips;Rabinovitch;Struct Eng,2001

2. Non-linear model for R/C tensile members strengthened by FRP-plates;Ferretti;Eng Fract Mech,2003

3. Mechanical performance of composite strengthened concrete structures;Lau;Compos Part B-Eng,2001

4. Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites;Triantafillou;ACI Struct J,1998

5. Progress on Understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites;Buyukozturk;Constr Build Mater,2004

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