Ultimate behavior of CFRP strengthened RC flat slabs under a centrally applied load

Author:

Rochdi E.H.,Bigaud D.,Ferrier E.,Hamelin P.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference13 articles.

1. Ferrier E, Hamelin P, Avril S, Vautrin A. Shear behavior of RC beams externally reinforced with GFRP sheets. In: Bruno D, et al., editors. Proceeding of the international conference composites in construction (CCC-2003), Cosenza, Italy, 16–17 September 2003. p. 331–6.

2. Bigaud D, Ferrier E, Hamelin P. Beam compo design: computer aided software for the design of reinforced and pre-stressed concrete beams strengthened by composites materials. In: Humar J, Razaqpur AG, editors. Proceeding of the 3rd international conference on advanced composite materials in bridges and structures (ACMBS-3), Ottawa, Ontario, Canada, 15–18 August 2000. p. 405–12.

3. Tan KY, Tumialan JG, Nanni A. Evaluation of externally bonded CFRP systems for strengthening of RC slabs. In: World Scientific, Proceeding of the 6th international conference on fiber reinforced polymer reinforcement for concrete structures (FRPRCS-6), Singapore, 8–10 July 2003. p. 1137–46.

4. Soudki K, Van Zwol T. Strengthening of slab-column connections with CFRP strips. In: Proceeding of the 6th international conference on fiber reinforced polymer reinforcement for concrete structures (FRPRCS-6), World Scientific, Singapore, 8–10 July 2003. p. 1137–46.

5. Favre R et al. Dimensionnement des structures en béton. In: Presses Polytechniques et Universitaires Romandes editors. Lauzanne, 1997. p. 352–71.

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