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In the present study, a numerical model is developed for investigating the capacity of the Carbon Fiber Reinforced Polymer (CFRP) patch to improve the blast response of cracked reinforced concrete (RC) slab. The model uses a finite element method adopted by LS-DYNA. To achieve this aim, a 3D nonlinear Finite-element (FE) model is developed to study the blast resistance of cracked RC slab with and...
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