Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems
- Autores
- Battaglia, Laura; López, Ezequiel J.; Cruchaga, Marcela A.; Storti, Mario; D’Elía, Jorge
- Año de publicación
- 2022
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión enviada
- Descripción
- Validation of three-dimensional (3D) sloshing models is a relevant task in order to guarantee the correctness of numerical predictions. In this work, attention is focused on assessing the 3D free surface (FS) evolution when an Arbitrary Lagrangian-Eulerian method is applied to solve sloshing problems. The computational scheme consists of three stages: (i) solve the incompressible Navier-Stokes equations over a single fluid domain with a FS; (ii) determine the FS displacements from the velocity field computed at (i); and (iii) update the mesh with a computational mesh dynamic problem. The study aims to evaluate the global mass-conservation strategy reported in this work for long term simulations. The forced sloshing cases present moderate FS displacements with complex wave pattern behaviours. Specifically, sloshing in a tank with a stepped shape in the bottom and two sloshing cases of a rectangular tank are presented. The numerical results are compared with experimental data to evaluate the performance of the proposed model.
Fil: Battaglia, Laura. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.
Fil: Battaglia, Laura. Universidad Tecnológica Nacional. Facultad Regional Santa Fe. Grupo de Investigación de Métodos Numéricos en Ingeniería (GIMNI); Argentina.
Fil: López, Ezequiel J. CONICET-UNCOMA. Instituto de Investigación en Tecnologías y Ciencias de la Ingeniería (IITCI); Argentina.
Fil: Cruchaga, Marcela A. Universidad de Santiago de Chile. Departamento de Ingeniería Mecánica; Chile.
Fil: Storti, Mario. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.
Fil: D’Elía, Jorge. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.
Peer Reviewed - Fuente
- Ocean Engineering, Vol. 256, (2022)
- Materia
-
Fluid mechanics
Free surface
Arbitrary Lagrangian-Eulerian method
Sloshing
Computational mesh dynamics - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- 2024-03-26T19:35:51Z
- Repositorio
.jpg)
- Institución
- Universidad Tecnológica Nacional
- OAI Identificador
- oai:ria.utn.edu.ar:20.500.12272/10122
Ver los metadatos del registro completo
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Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problemsBattaglia, LauraLópez, Ezequiel J.Cruchaga, Marcela A.Storti, MarioD’Elía, JorgeFluid mechanicsFree surfaceArbitrary Lagrangian-Eulerian methodSloshingComputational mesh dynamicsValidation of three-dimensional (3D) sloshing models is a relevant task in order to guarantee the correctness of numerical predictions. In this work, attention is focused on assessing the 3D free surface (FS) evolution when an Arbitrary Lagrangian-Eulerian method is applied to solve sloshing problems. The computational scheme consists of three stages: (i) solve the incompressible Navier-Stokes equations over a single fluid domain with a FS; (ii) determine the FS displacements from the velocity field computed at (i); and (iii) update the mesh with a computational mesh dynamic problem. The study aims to evaluate the global mass-conservation strategy reported in this work for long term simulations. The forced sloshing cases present moderate FS displacements with complex wave pattern behaviours. Specifically, sloshing in a tank with a stepped shape in the bottom and two sloshing cases of a rectangular tank are presented. The numerical results are compared with experimental data to evaluate the performance of the proposed model.Fil: Battaglia, Laura. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.Fil: Battaglia, Laura. Universidad Tecnológica Nacional. Facultad Regional Santa Fe. Grupo de Investigación de Métodos Numéricos en Ingeniería (GIMNI); Argentina.Fil: López, Ezequiel J. CONICET-UNCOMA. Instituto de Investigación en Tecnologías y Ciencias de la Ingeniería (IITCI); Argentina.Fil: Cruchaga, Marcela A. Universidad de Santiago de Chile. Departamento de Ingeniería Mecánica; Chile.Fil: Storti, Mario. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.Fil: D’Elía, Jorge. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina.Peer Reviewed2024-03-26T19:35:51Z2024-03-26T19:35:51Z2022-05-16info:eu-repo/semantics/articleinfo:eu-repo/semantics/submittedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdfBattaglia, Laura; Lopez, Ezequiel Jose; Cruchaga, Marcela A.; Storti, Mario Alberto; D'elia, Jorge; Mesh-moving arbitrary Lagrangian–Eulerian three-dimensional technique applied to sloshing problems; Pergamon-Elsevier Science Ltd; Ocean Engineering; 256; 7-2022; 1-18http://hdl.handle.net/20.500.12272/1012210.1016/j.oceaneng.2022.111463Ocean Engineering, Vol. 256, (2022)reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica NacionalengASECAFE0008132TC - Métodos numéricos eficientes y escalables para el estudio de flujos y sus efectos en obras civilesinfo:eu-repo/semantics/openAccess2024-03-26T19:35:51Zhttp://creativecommons.org/licenses/by/4.0/Atribución 4.0 InternacionalLos autoresCreativeCommons2026-09-24T12:44:36Zoai:ria.utn.edu.ar:20.500.12272/10122instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:44:38.274Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse |
| dc.title.none.fl_str_mv |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| title |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| spellingShingle |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems Battaglia, Laura Fluid mechanics Free surface Arbitrary Lagrangian-Eulerian method Sloshing Computational mesh dynamics |
| title_short |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| title_full |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| title_fullStr |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| title_full_unstemmed |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| title_sort |
Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems |
| dc.creator.none.fl_str_mv |
Battaglia, Laura López, Ezequiel J. Cruchaga, Marcela A. Storti, Mario D’Elía, Jorge |
| author |
Battaglia, Laura |
| author_facet |
Battaglia, Laura López, Ezequiel J. Cruchaga, Marcela A. Storti, Mario D’Elía, Jorge |
| author_role |
author |
| author2 |
López, Ezequiel J. Cruchaga, Marcela A. Storti, Mario D’Elía, Jorge |
| author2_role |
author author author author |
| dc.subject.none.fl_str_mv |
Fluid mechanics Free surface Arbitrary Lagrangian-Eulerian method Sloshing Computational mesh dynamics |
| topic |
Fluid mechanics Free surface Arbitrary Lagrangian-Eulerian method Sloshing Computational mesh dynamics |
| dc.description.none.fl_txt_mv |
Validation of three-dimensional (3D) sloshing models is a relevant task in order to guarantee the correctness of numerical predictions. In this work, attention is focused on assessing the 3D free surface (FS) evolution when an Arbitrary Lagrangian-Eulerian method is applied to solve sloshing problems. The computational scheme consists of three stages: (i) solve the incompressible Navier-Stokes equations over a single fluid domain with a FS; (ii) determine the FS displacements from the velocity field computed at (i); and (iii) update the mesh with a computational mesh dynamic problem. The study aims to evaluate the global mass-conservation strategy reported in this work for long term simulations. The forced sloshing cases present moderate FS displacements with complex wave pattern behaviours. Specifically, sloshing in a tank with a stepped shape in the bottom and two sloshing cases of a rectangular tank are presented. The numerical results are compared with experimental data to evaluate the performance of the proposed model. Fil: Battaglia, Laura. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina. Fil: Battaglia, Laura. Universidad Tecnológica Nacional. Facultad Regional Santa Fe. Grupo de Investigación de Métodos Numéricos en Ingeniería (GIMNI); Argentina. Fil: López, Ezequiel J. CONICET-UNCOMA. Instituto de Investigación en Tecnologías y Ciencias de la Ingeniería (IITCI); Argentina. Fil: Cruchaga, Marcela A. Universidad de Santiago de Chile. Departamento de Ingeniería Mecánica; Chile. Fil: Storti, Mario. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina. Fil: D’Elía, Jorge. CONICET-UNL. Centro de Investigación de Métodos Computacionales (CIMEC); Argentina. Peer Reviewed |
| description |
Validation of three-dimensional (3D) sloshing models is a relevant task in order to guarantee the correctness of numerical predictions. In this work, attention is focused on assessing the 3D free surface (FS) evolution when an Arbitrary Lagrangian-Eulerian method is applied to solve sloshing problems. The computational scheme consists of three stages: (i) solve the incompressible Navier-Stokes equations over a single fluid domain with a FS; (ii) determine the FS displacements from the velocity field computed at (i); and (iii) update the mesh with a computational mesh dynamic problem. The study aims to evaluate the global mass-conservation strategy reported in this work for long term simulations. The forced sloshing cases present moderate FS displacements with complex wave pattern behaviours. Specifically, sloshing in a tank with a stepped shape in the bottom and two sloshing cases of a rectangular tank are presented. The numerical results are compared with experimental data to evaluate the performance of the proposed model. |
| publishDate |
2022 |
| dc.date.none.fl_str_mv |
2022-05-16 2024-03-26T19:35:51Z 2024-03-26T19:35:51Z |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/submittedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
| format |
article |
| status_str |
submittedVersion |
| dc.identifier.none.fl_str_mv |
Battaglia, Laura; Lopez, Ezequiel Jose; Cruchaga, Marcela A.; Storti, Mario Alberto; D'elia, Jorge; Mesh-moving arbitrary Lagrangian–Eulerian three-dimensional technique applied to sloshing problems; Pergamon-Elsevier Science Ltd; Ocean Engineering; 256; 7-2022; 1-18 http://hdl.handle.net/20.500.12272/10122 10.1016/j.oceaneng.2022.111463 |
| identifier_str_mv |
Battaglia, Laura; Lopez, Ezequiel Jose; Cruchaga, Marcela A.; Storti, Mario Alberto; D'elia, Jorge; Mesh-moving arbitrary Lagrangian–Eulerian three-dimensional technique applied to sloshing problems; Pergamon-Elsevier Science Ltd; Ocean Engineering; 256; 7-2022; 1-18 10.1016/j.oceaneng.2022.111463 |
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http://hdl.handle.net/20.500.12272/10122 |
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eng |
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eng |
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ASECAFE0008132TC - Métodos numéricos eficientes y escalables para el estudio de flujos y sus efectos en obras civiles |
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info:eu-repo/semantics/openAccess 2024-03-26T19:35:51Z http://creativecommons.org/licenses/by/4.0/ Atribución 4.0 Internacional Los autores CreativeCommons |
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openAccess |
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2024-03-26T19:35:51Z http://creativecommons.org/licenses/by/4.0/ Atribución 4.0 Internacional Los autores CreativeCommons |
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pdf application/pdf |
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Ocean Engineering, Vol. 256, (2022) reponame:Repositorio Institucional Abierto (UTN) instname:Universidad Tecnológica Nacional |
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Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional |
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gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar |
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