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 |