FRP-strengthened RC beams. II: assessment of debonding strength models

Author:

Smith S.T,Teng J.G

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. Smith ST, Teng JG. FRP-strengthened RC beams. I: review of debonding strength models. Engng Struct 2001;24(4):385–395.

2. Discussion on “Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates” by Roberts TM and Haji-Kazemi H;Oehlers;Proc. Inst. Civil Engnrs. Part 2,1989

3. Discussion on “Prediction of peeling failure of reinforced concrete beams with externally bonded plates” by Zhang S, Raoof M, Wood LA;Oehlers;Proc. Inst. Civil Engnrs. Struct. Build.,1995

4. Discussion on “Predictions of the maximum plate end stresses of FRP strengthened beams: Part II” by Quantrill RJ, Hollaway LC, Thorne AM;Oehlers;Mag. Concrete Res.,1998

5. Strength, failure mode and deformability of concrete beams strengthened externally with advanced composites;Bonacci,1996

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