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Featured researches published by Michel Jean.


Computer Methods in Applied Mechanics and Engineering | 1998

A Gauss-Seidel like algorithm to solve frictional contact problems

Franck Jourdan; Pierre Alart; Michel Jean

The purpose of this work is to present some mathematical and numerical results concerning an implicit method devoted to frictional contact problems. It has been implemented in a dynamical deep drawing simulation software (SIMEM3 Renault) where unilateral contact and dry friction is assumed between the metal sheet and the tools. The method may be viewed as a nonlinear block Gauss-Seidel algorithm. A convergence theorem is proved using nonsmooth analysis theory. Several numerical results are presented to illustrate the behaviour of this algorithm.


Archive | 1995

Some Computational Aspects of Structural Dynamics Problems with Frictional Contact

Maciej Wronski; Michel Jean

Contact and friction phenomena are common and very important in many fields of mechanical engineering. Recently, a significant research effort has been made to develop effective computational methods for finite element analysis of nonlinear problems in structural dynamics. This work may contribute to the discussion about different aspects of the implicit contact dynamics analysis. We begin with a brief presentation of the standard Newmark and Newton-Raphson approach. We propose several modifications to these schemes, presenting a set of first-order integration algorithms, and analyzing their numerical characteristics and utility in the numerical treatment of contact.


Archive | 1991

Dynamics of Rigid Bodies with Dry Friction and Partially Elastic Collisions

Michel Jean

This paper deals with dynamical problems in the presence of unilateral contact and dry friction. Possible shocks may be either inelastic or partially elastic. The application in view is the motion of a collection of balls enclosed between walls and coming into contact with each other. A double time scale argument is evoked to justify the law governing shocks. It is observed that constraints are kinematically dependent. A numerical method is proposed and some computed examples are produced. Since the method proves efficient, one expects to deal in the future with a large number of balls, using a super computer, so as to generate the model of an aggregate. Everything in the sequel is presented in the two-dimensional setting.


Physical Review Letters | 1998

BIMODAL CHARACTER OF STRESS TRANSMISSION IN GRANULAR PACKINGS

Farhang Radjai; Dietrich E. Wolf; Michel Jean; Jean-Jacques Moreau


Physical Review Letters | 1996

FORCE DISTRIBUTIONS IN DENSE TWO-DIMENSIONAL GRANULAR SYSTEMS

Farhang Radjai; Michel Jean; Jean-Jacques Moreau; Stéphane Roux


Archive | 1996

Physical Review Letters 77

Farhang Radjai; Michel Jean; Jean-Jacques Moreau; Stéphane Roux


Powders & grains 97 | 1997

Force networks in dense granular media

Farhang Radjai; Dietrich E. Wolf; Stéphane Roux; Michel Jean; Jean Jacques Moreau


Archive | 2001

Microm?ecanique des mat?eriaux granulaires

Bernard Cambou; Michel Jean


Matériaux et techniques | 1993

Simulation numérique des problèmes de contact avec frottement

Michel Jean


Archive | 2012

Matériaux granulaires - Modélisation et simulation numérique

Bernard Cambou; Michel Jean; Farhang Radjai

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Farhang Radjai

Massachusetts Institute of Technology

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Stéphane Roux

Université Paris-Saclay

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Dietrich E. Wolf

University of Duisburg-Essen

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Franck Jourdan

University of Montpellier

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Pierre Alart

University of Montpellier

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