Modélisation par éléments discrets d'ouvrages 3D en génie civil

Abstract

ABSTRACT After a presentation of the difficulties attached to the masonries modelling and the references concerning the Non Smooth Contact Dynamics method, two real civil engineering structures are presented. They have the peculiar features of a post-stressing use, and the modelling of a Roman bridge, with thousands of three-dimensional blocks, representing the original stone course.