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In dynamic analysis, the load-time history and deflection-time relation were investigated. In the second group, the thickness of the slab is constant and the variable was the reinforcement ratio, which ranged from (0.58 to 1%), per layer. In the first groups, the thickness of slabs is variable, which was equal to (75, 100, 150 mm). Two parameters were varied amongst the slabs which classified in to two groups. A parametric study was conducted to provide a comprehensive understanding of the behavior of reinforced concrete slabs subjected to impact load.
#Abaqus 6.14 getting started software
The nonlinear finite element analysis adopted by ABAQUS/Explicit Software was used in this study. This paper aims to provide a numerical model able to represent the behavior of reinforced concrete slabs subjected to impact loads.