Étude de la flexion 4 points d'une poutre sous ABAQUS

Abstract

The objective of this works is to study ABAQUS finite element software ability to account for the response of a structure represented, by a reinforced and non-reinforced concrete beam subjected, to 4 point bending. The modeling was carried out with the CDP (concrete damage plasticity) model implanted with this software. The results obtained show a good agreement between the experimental results and under ANSYS and those obtained in this study under ABAQUS