AbstractThis study deals with a three‐dimensional (3D) nonlinear finite element (FE) analysis of two reinforced concrete (RC) buildings. The first is a three‐floor flat slab building without shear walls. The second is a three‐floor flat slab building with four shear walls. The blast load has been simulated using the coupled Eulerian–Lagrangian (CEL) technique found in the FE software Abaqus/Explicit. Concrete behavior has been modeled using the Johnson–Holmquist damage model (JH‐2) with 3D eight‐node reduced Lagrangian integration elements (C3D8R). The reinforcement steel has been modeled using the Johnson–Cook (JC) plasticity model and the JC computational fracture model with beam elements (B31). Trinitrotoluene (TNT) explosive material has been modeled using the Jones–Wilkins–Lee (JWL) equation of state (EOS) with eight‐node reduced integration Eulerian elements (EC3D8R). Air has been modeled using the EOS for ideal gas with EC3D8R elements. TNT charges of 20, 100, and 1000 kg with standoff distances of 2, 5, and 10 m have been used in the analysis. An analysis has been performed to study the two RC buildings' deformation, stresses, and damage. The results showed that small TNT charges of less than 20 kg with a standoff distance of more than 10 m had almost no effect on the two buildings. Also, huge TNT charges of more than 1000 kg with a standoff distance of less than 10 m had a catastrophic impact on the two buildings.
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