Numerical solution of a contact problem with unilateral constraint and history-dependent penetration
Résumé
A numerical method is presented for a mathematical model which describes the frictionless contact between a viscoplastic body and an obstacle, the so-called foundation. The process is quasistatic, and the contact is modeled with normal compliance and unilateral constraint, in such a way that the stiffness coefficient depends on the history of the penetration. A solution algorithm is discussed and implemented. Numerical simulation results are reported, illustrating the mechanical behavior related to the contact condition.
Domaines
Mathématiques [math]
Origine : Fichiers produits par l'(les) auteur(s)