Nonlinear numerical analysis of the debonding failure process of FRP-to-concrete interfaces

Author:

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

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference37 articles.

1. Neubauer U, Rostásy FS. Design aspects of concrete structures strengthened with externally bonded CFRP-plates. In: Proceedings of the 7th international conference on structural faults and repairs, vol. 2; 1997. p. 109–18.

2. Ueda T, Dai JG. New shear bond model for FRP-concrete interface – from modelling to application. In: FRP composites in civil engineering – CICE 2004, Adelaide, Australia, December, 2004. p. 69-81.

3. Faella C, Martinelli E, Nigro E. Interface behaviour in FRP plates bonded to concrete: experimental tests and theoretical analyses. In: ECI conference on advance materials for construction of bridges, buildings, and other structures III, Davos, Switzerland; 2003.

4. Ferracuti B. Strengthening of RC structures by FRP: experimental analyses and numerical modelling. Doctoral thesis, Università degli Studi di Bologna, Italy; 2006.

5. Interface law for FRP-concrete delamination;Ferracuti;Compos Struct,2007

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