Modelling GFRP-to-concrete joints with interface finite elements with rupture based on the Mohr-Coulomb criterion

Author:

Biscaia Hugo C.,Chastre Carlos,Silva Manuel A.G.

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Carvalho T, Chastre C, Biscaia H, Paula R. Flexural behaviour of RC T-beams strengthened with different FRP materials. Third International fib Congress Washington; May–June, 2010.

2. Modelling of CFRP-concrete bond using smeared and discrete cracks;Pham;Compos Struct,2006

3. Bond behaviour of near-surface mounted CFRP laminate strips under monotonic and cyclic loading;Sena Cruz;J Compos Constr, ASCE,2006

4. Camata G, Spacone E, Zarnic R. Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates. Compos Part B: Eng 2006.

5. Neale KW, Ebead UA, Abdel Maky HM, Elsayed WE, Godat A. Modelling of debonding phenomena in FRP-strengthened concrete beams and slabs. International Institute for FRP in Construction; 2005.

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