Hydraulic behaviour of a representative structural volume for containment buildings
Autor: | Shahrokh Ghavamian, Gilles Pijaudier-Cabot, Antonio Huerta, Ludovic Jason |
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Přispěvatelé: | 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, Universitat Politècnica de Catalunya. LACÀN - Mètodes Numèrics en Ciències Aplicades i Enginyeria |
Rok vydání: | 2020 |
Předmět: |
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 |
Zdroj: | Scipedia Open Access Scipedia SL Nuclear Engineering and Design Nuclear Engineering and Design, 2007, 237 (12-13), pp.1259-1274. ⟨10.1016/j.nucengdes.2006.09.035⟩ UPCommons. Portal del coneixement obert de la UPC Universitat Politècnica de Catalunya (UPC) Recercat. Dipósit de la Recerca de Catalunya instname Nuclear Engineering and Design, Elsevier, 2007, 237 (12-13), pp.1259-1274. ⟨10.1016/j.nucengdes.2006.09.035⟩ |
ISSN: | 0029-5493 1872-759X |
DOI: | 10.1016/j.nucengdes.2006.09.035⟩ |
Popis: | 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. |
Databáze: | OpenAIRE |
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