[{"command":"insert","method":null,"selector":".course-modal-ajax-placeholder-958022","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 From Experiments to Modeling and Simulation for Sustainable Construction\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\u003E12\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\u003EExperimental methods, durability, life cycle analysis,\u0026nbsp;cement-based materials microstructure, modelling of transport phenomena in porous materials (energy and mass), numerical methods\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\u003EAnalysis of experimental results in steady state and transient conditions. Identification of material parameters (diffusivity, permeability).\u003C\/li\u003E\n\u003Cli\u003ESeveral projects will be proposed to students, and each group will have to choose a topic.\u003C\/li\u003E\n\u003Cli\u003EProposal of an ionic (chlorides) or gaseous (CO2) diffusion model taking into account porosity, then composition parameters. Numerical implementation in the linear then nonlinear case. Multi-criteria analysis to identify the optimal composition and geometry.\u003C\/li\u003E\n\u003Cli\u003EProposal of a model taking into account liquid water permeation (drying) and gas tightness. Coupling between the two models. Application to a containment building for nuclear reactors, to predict its service-life.\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\u003Cp\u003EThe objectives of this course are to apply the skills acquired in the field of experimental methods and modeling of transport phenomena in porous materials, as well as in the field of numerical methods. The experimental results (permeability and ion diffusion) obtained during the practical work in the experimental methods module will be used to predict the lifespan of a reinforced concrete structure (bridges, nuclear power plants, dams, etc.). A model will be developed by proposing hypotheses on transport mechanisms and analyzing boundary conditions. The solution of parabolic partial differential equations (PDE) in the linear and nonlinear domains will be implemented. A multi-criteria analysis (price, environmental impact: greenhouse gas emissions, resource depletion, etc.) will be carried out to identify the optimal geometry and composition of the material to be used.\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\u003Cul\u003E\n\u003Cli\u003E\u003Cem\u003EKumar, P. - Mehta \u2013 Monteiro, P.: Concrete Microstructure, Properties, and Materials, McGraw Hill, third edition,\u003C\/em\u003E \u003Ca rel=\u0022nofollow noopener noreferrer\u0022 target=\u0022_blank\u0022 href=\u0022http:\/\/dx.doi.org\/10.1036\/0071462899\u0022\u003E\u003Cem\u003Ehttp:\/\/dx.doi.org\/10.1036\/0071462899\u003C\/em\u003E\u003C\/a\u003E\u003Cem\u003E.\u003C\/em\u003E\u003C\/li\u003E\n\u003Cli\u003E\u003Cem\u003EAbabneh A., Benboudjema F., Xi Y., Chloride penetration in nonsaturated concrete, Journal of Materials in Civil Engineering, ASCE journal, 2003, 2(15), p. 183-191.\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 Continue 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}]