A nonlinear analytical model to predict the full-range debonding process of FRP-to-parent material interfaces free of any mechanical anchorage devices

Author:

Biscaia Hugo C.ORCID,Borba Isabel S.,Silva Cinderela,Chastre Carlos

Funder

Fundação para a Ciência e Tecnologia

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference41 articles.

1. Biscaia, HC. Behaviour and modelling of GFRP-to-concrete interfaces of reinforced concrete elements exposed to aggressive environments [PhD thesis]. Faculty of Science and Technology, Nova University of Lisbon; 2012. [In Portuguese].

2. Carvalho, T. Reforço à flexão de vigas de betão armado com compósitos de CFRP [MSc thesis]. Faculty of Science and Technology, Nova University of Lisbon; 2010. [In Portuguese].

3. Carvalho, T, Chastre, C, Biscaia, H, Paula, R. Flexural behaviour of RC T-beams strengthened with different FRP materials. In: 3rd International fib congress Washington; 2010.

4. Flexural strengthening of RC beams with externally bonded CFRP systems: test results and 3-D nonlinear FE analysis;Kotynia;J Compos Construct,2008

5. Bond between near surface mounted FRP rods and concrete in structural strengthening;De Lorenzis;ACI Struct J,2002

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