Bond-slip model for FRP-to-concrete bonded joints under external compression

Author:

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

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end;Malek;ACI Struct J,1998

2. Significance og midspan debonding failure in FRP-plated concrete beams;Sebastian;J Struct Eng,2001

3. Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates;Camata;Compos Part B: Eng,2007

4. Discrete-smeared crack finite element modelling of CFRP debonding mechanisms in RC members. FRPRCS-8, July 16-18;Al-Mahaidi,2007

5. The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM;Obaidat;Compos Struct,2010

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