Strength and ducti lity of rc beams strengthened with frp sheets under monotonic and cyclic loads

Keep Concrete Attractive - Proceedings of the fib Symposium 2005

Volumn 1, Issue , 2005, Pages 418-423

  Ceroni, Francesca ^a   Pecce, Marisa ^a  

^a UNIVERSITY OF SANNIO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CARBON; DUCTILITY;

CARBON FRP; CYCLIC BEHAVIOUR; ELASTIC RANGES; EXPERIMENTAL PROGRAM; FRP SHEET; NUMBER OF CYCLES; RC BEAMS; STRENGTH AND DUCTILITIES;

CONCRETES;

EID: 85009097020     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Brosens K, Van Gemert D., (2001), "Anchorage analysis of externally bonded bending reinforcemenf', Proc. of the Int. Conf. Composites in Construction-CCC2001, Porto, 10-12 Oct. 2001 , pp. 21 1-216.
2. Ceroni F., Pecce M., Matthys S., (2004), ''Tension Stiffening ofRC Ties Strengthened with Extemally Bonded FRP Sheets", ASCE Joumal ofCompositesfor Constructions, Vol.8, No. l , pp. 22-32.
3. Smith S.T., Teng J.G., (2002), "FRP-strengthened RC beams. I: review of debonding strength models", Engineering Structures, Volume 24, Issue 4, April 2002, pp. 385-395.
4. Tan K H., (2003), ''Effect of cyclic loading on FRP-concrete interfacial bond strength", Proc. of Int. Symposium on Latest Achievement ofTechnology and Research on Retro.fitting Concrete structures, JCI, Kyoto, July 2003, pp. l-8.
5. Teng J.G., Chen J.F., Smi1h S.T., Lam L., (2002), ''FRP Strengthened RC Structures", John Wiley & Sons Ltd.
6. Teng J.G., Lu X.Z., Ye L.P., Jiang J.J., (2004), ''Bond-slip models for interfaces between extemally bonded FRP and concrete", Proc. of FRP Composites in Civil engineering-ClCE 2004-8-10 Dec. 2004, Adelaide, Australia, pp. 55-68, Taylor & Francis Group, London.