[{"command":"insert","method":null,"selector":".course-modal-ajax-placeholder-950807","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  Nonlinear Material and Structural Computation by FEM\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          Semester 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\u003E18\u003C\/span\u003E\n                      \u003C\/div\u003E\n                                \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n                          \u003Cspan class=\u0022field__label h4 mt-5 \u0022\u003ETravaux pratiques :\u003C\/span\u003E\n                                      \u003Cspan\u003E6\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\u003EAnglais\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\u003EThe finite element method, how to derive a linearised system of equations from a PDE, specifically, weak-formulations, Galerkin approach, shape functions, Gauss quadrature and the isoparametric transformation.\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\u003Cp\u003EPART I - IMPLEMENTATION OF CONSTITUTIVE EQUATIONS (SMALL STRAIN FRAMEWORK)\u003Cbr\u003E\n- elasto-plasticity and damage for small deformations\u003Cbr\u003E\n- explicit and implicit time integration\u003Cbr\u003E\n- consistent tangent operator\u003C\/p\u003E\n\u003Cp\u003EPART II - ACCOUNTING FOR FINITE STRAINS AND VISCO-ELASTICITY\u003Cbr\u003E\n- large deformations and geometric non-linearity\u003Cbr\u003E\n- hyperplasticity and incompressibility\u003Cbr\u003E\n- visco-elasticity\u003C\/p\u003E\n\u003Cp\u003EPractical class (numerics):\u0026nbsp;\u003Cbr\u003E\n- TP1: Implementing implicit and explicit time integration for elasto-plasticity.\u003Cbr\u003E\n- TP2: Implementing hyperelasticity with geometric non-linearity and incompressibility\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\u003EObjectifs d\u0026#039;apprentissage\u003C\/div\u003E\n                        \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n                                      \u003Cspan\u003E\u003Cp\u003EThis course presents numerical methods for implementing the constitutive laws of materials, from small to large deformations, integrating elastoplasticity, damage, hyperplasticity, and viscoelastic effects. It covers time integration schemes, the coherent tangent operator, and advanced numerical formulations (Runge-Kutta, Newton-Raphson, mixed formulations). Practical exercises allow students to apply these methods and program nonlinear material models. The objective is to understand the implementation of nonlinear laws within a finite element framework. Students also develop a customized U-mat using the ABAQUS software.\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\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\u003EPart I (9h CM + 3h TP) - Implementation of Constitutive Equations (Small Strain Framework)\u003Cbr\u003E\nPart II (9h CM + 3h TP) - Accounting for Finite Strains and Visco-Elasticity\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- T. Belytschko, W. K. Liu and B. Moran. \u0022Nonlinear Finite Elements for Continua and Structures\u0022,\u0026nbsp;2000.\u003Cbr\u003E\n- O.C. Zienkiewicz, and R.L. Taylor. \u0022The Finite Element Method\u0022, 2000.\u003Cbr\u003E\n- F. Dunne and N Petrinic. \u0022Introduction to Computational Plasticity\u0022. Oxford University Press, USA, 2005.\u003Cbr\u003E\n- J. Lemaitre and R. Desmorat. \u0022Engineering Damage Mechanics: Ductile, Creep, Fatigue, and Brittle Failures\u0022, Springer, 2005.\u003Cbr\u003E\n- M. A. Crisfield. \u0022Non-linear Finite Element Analysis of Solids and Structures\u0022,\u0026nbsp;1991.\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}]