This paper is a summary of finite element modeling approach used in the project for SC@UM Strengthening CFRP Challenge at FRPRCS-11. The modeling competition is to predict the behavior of a T-shaped reinforced concrete beam, shear and flexural strengthened with carbon reinforced polymer (CFRP) laminates according to the Near Surface Mounted (NSM) technique. A complete 3D Abaqus model was constructed to simulate the load displacement response of the CFRP laminates strengthened T-shaped reinforced concrete beam. Abaqus concrete damaged plasticity material model was employed to model concrete cracking/crushing failure. Embedded element was used to model concrete-rebar interaction.
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