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Analysis of dam break problem with an elastic obstacle using particle finite elements method.

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dc.contributor.author Hadri, Lydia
dc.contributor.author Seghir, A. ; promoteur
dc.date.accessioned 2024-02-15T10:34:03Z
dc.date.available 2024-02-15T10:34:03Z
dc.date.issued 2023
dc.identifier.other 627MAS/409
dc.identifier.uri http://univ-bejaia.dz/dspace/123456789/22959
dc.description Option: Hydraulic Structures and Facilities en_US
dc.description.abstract The 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.iso en en_US
dc.publisher Univ.Abderrahmane Mira- Bejaia en_US
dc.subject Dam-Break : Particle Finite Element Method : Finite Element Method : Numerical simulation : Navier-Stockes equations : OpenSees : ParaView en_US
dc.title Analysis of dam break problem with an elastic obstacle using particle finite elements method. en_US
dc.type Thesis en_US


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