Fiber-section FE of FRP-strengthened RC beam for seismic analysis

Proceedings of the fib Symposium 2003: Concrete Structures in Seismic Regions

Volumn , Issue , 2003, Pages 116-117

  Barbato, Michele ^a   Monti, Giorgio ^b   Santinelli, Federico ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

Confinement ductility; Debonding; Fibre section frame element; Finite element method; FRP strengthening in shear

Indexed keywords

EID: 85007412159     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Monti, G. (2003). "A mechanicai model for FRP-strengthening in shear", ASCE J. of Composites in Construction, (submitted).
2. Monti, G., Renzelli, M., and Luciani P. (2003). "FRP Adhesion to Uncracked and Cracked Concrete Zones". Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures [FRPRCS-6), Singapore.
3. Brosens, K., and Van Gemert, D. (1997). "Anchoring stresses between concrete and carbon fibre reinforced laminates". Proc. Third Int. Symposium on Non Metallic (FRP) Reinforcement for con crete structures, JCI, Vol. 1, pp. 271-278.
4. Spoelstra, M. R., and Monti, G. (1999). "FRP-confined concrete model". Journal of Composite for Construction, ASCE, 3(3), 143-150.