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In this paper, a finite element model using ABAQUS 6.10-1 is developed to simulate the CFRP-to-concrete bonded joint behaviour in single shear pull-out tests. The model adopts the cohesive surface approach and the simulation results are checked against the authors’ test results (monotonic and post-fatigue) in order to demonstrate the accuracy of the model. Parametric studies using the validated model...
This paper reports the results of an experimental investigation into the static and fatigue behaviour of the interfacial bond between carbon fibre reinforced polymer (CFRP) composite and the concrete substrate. Twenty-four single-shear pull-out tests with two different types of CFRP and different composite plate thicknesses have been carried out. Four additional specimens were tested using different...
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