1. University of Bejaia
  2. G- Faculté de Technologie
  3. Département d'Hydraulique
  4. Mémoires de Master
Please use this identifier to cite or link to this item: http://univ-bejaia.dz/dspace/123456789/22959
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dc.contributor.authorHadri, Lydia-
dc.contributor.authorSeghir, A. ; promoteur-
dc.date.accessioned2024-02-15T10:34:03Z-
dc.date.available2024-02-15T10:34:03Z-
dc.date.issued2023-
dc.identifier.other627MAS/409-
dc.identifier.urihttp://univ-bejaia.dz/dspace/123456789/22959-
dc.descriptionOption: Hydraulic Structures and Facilitiesen_US
dc.description.abstractThe aim of this project is to analyse the well-known example of the fluid-structure interaction, the phenomenon of dam break with a flexible obstacle. The Navier-Stokes equations have been analysed using the Particle Finite Element Method and the obstacle is considered as a 2D beam finite elements. The numerical simulations have been carried out using the OpenSeesPy script and and the post-processing have been performed using ParaView. In this work, different concepts related to this object have been discussed and explained in order to get a deeper knowledge of the subject.en_US
dc.language.isoenen_US
dc.publisherUniv.Abderrahmane Mira- Bejaiaen_US
dc.subjectDam-Break : Particle Finite Element Method : Finite Element Method : Numerical simulation : Navier-Stockes equations : OpenSees : ParaViewen_US
dc.titleAnalysis of dam break problem with an elastic obstacle using particle finite elements method.en_US
dc.typeThesisen_US
Appears in Collections:Mémoires de Master

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