[{"command":"insert","method":null,"selector":".course-modal-ajax-placeholder-969097","data":"\u003Cdiv class=\u0022container content-rte\u0022\u003E\n \u003Cdiv class=\u0022row\u0022\u003E\n \u003Cdiv class=\u0022box col-md-6 bg-primary text-white\u0022\u003E\n \u003Ch2 class=\u0022h1 text-left\u0022\u003E Calcul non lin\u00e9aire en m\u00e9canique\n\u003C\/h2\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EECTS :\n 3\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003ESemestre calendaire :\n Semestre 1\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003ED\u00e9tail du volume horaire\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan class=\u0022field__label h4 mt-5 \u0022\u003ECours magistraux :\u003C\/span\u003E\n \u003Cspan\u003E24\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003ELangue d\u0026#039;enseignement\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003EFran\u00e7ais\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EEnseignement \u00e0 distance\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003Enon\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022box col-md-6\u0022\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EPr\u00e9requis\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003E\u003Cp\u003EM\u00e9thode des \u00e9l\u00e9ments fins, alg\u00e8bre matricielle, m\u00e9thodes num\u00e9riques de base\u003C\/p\u003E\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EProgramme \/ plan \/ contenus\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003E\u003Cul\u003E\n\u003Cli\u003EConcepts \u00e9l\u00e9mentaires des propri\u00e9t\u00e9s et des lois de comportement des mat\u00e9riaux\u0026nbsp;;\u003C\/li\u003E\n\u003Cli\u003ECrit\u00e8res de plasticit\u00e9\u0026nbsp;; Ecrouissage\u0026nbsp;; Relation de comportement \u00e9lastoplastique\u0026nbsp;; Probl\u00e8mes d\u0027\u00e9lastoplasticit\u00e9\u0026nbsp;; Analyse limite\u0026nbsp;; Viscoplasticit\u00e9\u0026nbsp;;\u003C\/li\u003E\n\u003Cli\u003EMod\u00e9lisation en petites et grandes d\u00e9formations \u00e9lastoplastiques\u0026nbsp;;\u003C\/li\u003E\n\u003Cli\u003EHyper\u00e9lasticit\u00e9 en transformations finies\u0026nbsp;;\u0026nbsp;\u0026nbsp;\u0026nbsp;\u003C\/li\u003E\n\u003Cli\u003EMod\u00e9lisation des probl\u00e8mes du contact avec et sans frottement.\u003C\/li\u003E\n\u003C\/ul\u003E\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EObjectifs d\u0026#039;apprentissage\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003E\u003Cul\u003E\n\u003Cli\u003EApprofondir les connaissances en mod\u00e9lisations non-lin\u00e9aires des mat\u00e9riaux et des structures\u0026nbsp;;\u003C\/li\u003E\n\u003Cli\u003EApproches algorithmiques pour des probl\u00e8mes pr\u00e9sentant :\n\u003Cul\u003E\n\u003Cli\u003Edes non-lin\u00e9arit\u00e9s mat\u00e9rielles dues aux lois de comportements solides. Le plus souvent, ces lois s\u0027expriment sous forme d\u0027\u00e9quations diff\u00e9rentielles non-lin\u00e9aires du premier ordre (plasticit\u00e9, visco-plasticit\u00e9, visco-\u00e9lasticit\u00e9) ;\u003C\/li\u003E\n\u003Cli\u003Edes non-lin\u00e9arit\u00e9s g\u00e9om\u00e9triques qui se manifestent dans les probl\u00e8mes des grands d\u00e9placements, des grandes rotations et des grandes d\u00e9formations ;\u003C\/li\u003E\n\u003Cli\u003Edes non-lin\u00e9arit\u00e9s li\u00e9es \u00e0 l\u0027\u00e9volution des conditions aux limites. Ce type de non-lin\u00e9arit\u00e9 appara\u00eet en particulier dans les probl\u00e8mes de contact, avec ou sans frottement entre solides. Ces ph\u00e9nom\u00e8nes sont d\u00e9crits par des in\u00e9quations et des op\u00e9rations de projection.\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003C\/li\u003E\n\u003C\/ul\u003E\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EOrganisation g\u00e9n\u00e9rale et modalit\u00e9s p\u00e9dagogiques\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003E\u003Cp\u003ECours magistraux.\u003C\/p\u003E\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EBibliographie\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003E\u003Cp\u003E\u2022 Nonlinear Finite Elements for Continua and Structures de Ted Belytschko, Wing Kam Liu, Brian Moran \u2022 Nonlinear Finite Element Methods, Peter Wriggers \u2022 The Finite Element Method: Its Basis and Fundamentals de Olek C Zienkiewicz, Robert L Taylor, J.Z. Zhu.\u003C\/p\u003E\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003Cdiv class=\u0022field-spacing\u0022\u003E\n \u003Cdiv class=\u0022field__label h3 dash\u0022\u003ENature de l\u0026#039;\u00e9valuation\u003C\/div\u003E\n \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n \u003Cspan\u003EEvaluation Continue non Int\u00e9grale\u003C\/span\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n \u003C\/div\u003E\n\u003C\/div\u003E\n","settings":null}]