[{"command":"insert","method":null,"selector":".course-modal-ajax-placeholder-958008","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  Thermodynamics of Solid Materials (Part II - Porous Media)\n\u003C\/h2\u003E\n                  \u003Cdiv class=\u0022field-spacing\u0022\u003E\n        \u003Cdiv class=\u0022field__label h3 dash\u0022\u003EECTS :\n          1.5\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\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\u003EThermodynamics of irreversible processes, three-dimensional elasto-(visco)plasticity.\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\u003EChimio-elasticity, early age concrete.\u003C\/li\u003E\n\u003Cli\u003EThird invariant, Lode angle, general expression of an isotropic criterion function\u003C\/li\u003E\n\u003Cli\u003ERankine, Hershey-Hosford, (Modified-)Mohr-Coulomb, Willam-Warnke, Mazars criterion functions.\u003C\/li\u003E\n\u003Cli\u003EMarigo (1981) damage model and Lemaitre-Mazars (1980, 1984) damage model for concrete.\u003C\/li\u003E\n\u003Cli\u003ENon associated elasto-plasticity: dilatancy of geo-materials, Drucker-Prager and Willam-Warnke elasto-plasticity.\u003C\/li\u003E\n\u003Cli\u003EPlastic modulus, tangent operator for rate independent Drucker-Prager plasticity.\u003C\/li\u003E\n\u003Cli\u003EPoro-elasto-plasticity, drained and undrained tangent operators.\u003C\/li\u003E\n\u003Cli\u003EElasto-visco-plasticity of soils.\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\u003EThe students will master the three-dimensional, nonlinear material models used for the design of 3D Civil Engineering structures and\/or soils subjected to complex loadings.\u0026nbsp;\u003C\/li\u003E\n\u003Cli\u003ESpecific constitutive equations are detailed, with a focus on non-isothermal loading conditions and poro-elasto-plasticity. The positivity of the intrinsic dissipation and the fulfillment of the second principle of thermodynamics are checked systematically.\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\u003EBibliographie\u003C\/div\u003E\n                        \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n                                      \u003Cspan\u003E\u003Cul\u003E\n\u003Cli\u003E\u003Cem\u003EJ. Lemaitre, J.-L. Chaboche, Mechanics of Solid Materials, Cambridge University Press, 1991 (3rd Edition in French, 2009).\u003C\/em\u003E\u0026nbsp;\u003C\/li\u003E\n\u003Cli\u003E\u003Cem\u003EJ. Lemaitre, Materials Behavior Models, Volume III: Multiphysics Behaviors, Academic Press (2001).\u003C\/em\u003E\u0026nbsp;\u003C\/li\u003E\n\u003Cli\u003E\u003Cem\u003EO. Coussy, Poromechanics, Wiley, Edition Technip (2004).\u003C\/em\u003E\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\u003ENature de l\u0026#039;\u00e9valuation\u003C\/div\u003E\n                        \u003Cdiv class=\u0022mt-5 text-justify\u0022\u003E\n                                      \u003Cspan\u003EEvaluation Terminale\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}]