Abstract: In this study, a non-linear three-dimensional finite element model was developed to study the flexural performance of thin reinforced concrete (RC) slabs externally strengthened with carbon fiber-reinforced polymer (CFRP) laminates at their soffit. Based on the results obtained from [1] study, a numerical model has been developed in my study to validate the experimental results through nonlinear finite element software ABAQUS [2]. The concrete damage plasticity model was used for the concrete part, a traction-separation law for the CFRP-concrete interface. A detailed parametric analysis was performed to understand the various factors affecting the CFRP strengthened Slab. The parameters used for the study include compressive strength of concrete, use of transverse laminate of CFRP, different flexural steel reinforcement ratios, and the number of layers of CFRP.
Keywords: strengthening, concrete slab, finite element analysis, ABAQUS, debonding.
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