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Analysis of structural response under blast loads using the coupled SPH-FEM approach
Authors:Jun-xiang Xu  Xi-la Liu
Institution:Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
Abstract:A numerical model using the coupled smoothed particle hydrodynamics-finite element method(SPH-FEM)approach is presented for analysis of structures under blast loads.The analyses on two numerical cases,one for free field explosive and the other for structural response under blast loads,are performed to model the whole processes from the propagation of the pressure wave to the response of structures.Based on the simulation,it is concluded that this model can be used for reasonably accurte explosive analysis of structures.The resulting information would be valuable for protecting structures under blast loads.
Keywords:Smoothed particle hydrodynamics(SPH)  Finite element method(FEM)  Reinforced concrete structure  Explosion
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