Inelastic analysis of aerated reinforced concrete piles cap

A quantitative evaluation of the accuracy and reliability of the proposed nonlinear finite element aerated reinforced concrete piles cap model is carried out here in. It is known to study the relationship between a numerical model and experimental symptoms. Specifically, a careful comparative inspection of load versus displacement relationships determined by the finite element method (FEM) model. A model has recently been subjected to monotonous loading to failure in the current study. In this research, the first model was verified in order to see that this model can provide acceptable results. The difference rate for loading and displacement was extracted and the results were 5.9% and 4.33%. Because the difference is very small between them so it is acceptable.