1. Hydraulic behaviour of a representative structural volume for containment buildings
- Author
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Shahrokh Ghavamian, Gilles Pijaudier-Cabot, Antonio Huerta, Ludovic Jason, Laboratoire de Mécanique Systèmes et Simulation (LM2S), Service d'Etudes Mécaniques et Thermiques (SEMT), Département de Modélisation des Systèmes et Structures (DM2S), CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay-CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay-Département de Modélisation des Systèmes et Structures (DM2S), Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Commissariat à l'énergie atomique et aux énergies alternatives (CEA)-Université Paris-Saclay, Thermodynamique et Energétique des fluides complexes (TEFC), Université de Pau et des Pays de l'Adour (UPPA)-TOTAL SA-Centre National de la Recherche Scientifique (CNRS), EDF R&D (EDF R&D), EDF (EDF), Departament de Matematica Aplicada III [Barcelona], Universitat Politècnica de Catalunya [Barcelona] (UPC), Universitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III, and Universitat Politècnica de Catalunya. LACÀN - Mètodes Numèrics en Ciències Aplicades i Enginyeria
- Subjects
Nuclear and High Energy Physics ,Engineering ,Engineering, Civil ,Física::Física de fluids [Àrees temàtiques de la UPC] ,Hydraulics ,0211 other engineering and technologies ,Enginyeria civil::Materials i estructures::Tipologies estructurals [Àrees temàtiques de la UPC] ,Engineering, Multidisciplinary ,020101 civil engineering ,02 engineering and technology ,0201 civil engineering ,law.invention ,Hydraulic conductivity ,law ,Centrals nuclears -- Edificis ,021105 building & construction ,General Materials Science ,Geotechnical engineering ,Engineering, Ocean ,Safety, Risk, Reliability and Quality ,Waste Management and Disposal ,Engineering, Aerospace ,Engineering, Biomedical ,Concrete degradation ,Nuclear power plants--Mathematical models ,Darcy's law ,business.industry ,Mechanical Engineering ,Degree of saturation ,Mass balance ,Computer Science, Software Engineering ,Engineering, Marine ,Engineering, Manufacturing ,Engineering, Mechanical ,Permeability (earth sciences) ,Nuclear Energy and Engineering ,Engineering, Industrial ,Nuclear power plants--Design and construction ,[PHYS.PHYS.PHYS-CHEM-PH]Physics [physics]/Physics [physics]/Chemical Physics [physics.chem-ph] ,Porous medium ,business - Abstract
International audience; For particular structures like containment buildings of nuclear power plants, the study of the hydraulic behaviour is of great concern. These structures are indeed the third barrier used to protect the environment in case of accidents. The evolution of the leaking rate through the porous medium is closely related to the changes in the permeability during the ageing process of the structure. It is thus essential to know the relation between concrete degradation and the transfer property when the consequences of a mechanical loading on the hydraulic behaviour have to be evaluated. A chained approach is designed for this purpose. The mechanical behaviour is described by an elastic plastic damage formulation, where damage is responsible for the softening evolution while plasticity accounts for the development of irreversible strains. The drying process is evaluated according to a non-linear equation of diffusion. From the knowledge of the damage and the degree of saturation, a relation is proposed to calculate the permeability of concrete. Finally, the non-homogeneous distribution of the hydraulic conductivity is included in the hydraulic problem which is in fact the association of the mass balance equation for gas phase and Darcy law. From this methodology, it is shown how an indicator for the hydraulic flows can be deduced.
- Published
- 2020