CFD modeling of fluid-structure interaction for oscillating flexible risers
ABSTRACT: The dynamic response of an oscillating flexible riser involves a coupled phenomenon in which the nature and magnitude of the fluid forces acting on the riser highly depend on the structural riser's response. Therefore, the development of a response prediction model for oscillating fle...
- Autores:
-
Riveros Jerez, Carlos Alberto
Utsunomiya, Tomoaki
Maeda, Katsuya
Itoh, Kazuaki
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2007
- Institución:
- Universidad de Antioquia
- Repositorio:
- Repositorio UdeA
- Idioma:
- eng
- OAI Identifier:
- oai:bibliotecadigital.udea.edu.co:10495/38455
- Acceso en línea:
- https://hdl.handle.net/10495/38455
- Palabra clave:
- Dinámica de fluidos
Fluid dynamics
Dinámica de estructuras
Structural dynamics
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by/2.5/co/
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| dc.title.spa.fl_str_mv |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| title |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| spellingShingle |
CFD modeling of fluid-structure interaction for oscillating flexible risers Dinámica de fluidos Fluid dynamics Dinámica de estructuras Structural dynamics |
| title_short |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| title_full |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| title_fullStr |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| title_full_unstemmed |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| title_sort |
CFD modeling of fluid-structure interaction for oscillating flexible risers |
| dc.creator.fl_str_mv |
Riveros Jerez, Carlos Alberto Utsunomiya, Tomoaki Maeda, Katsuya Itoh, Kazuaki |
| dc.contributor.author.none.fl_str_mv |
Riveros Jerez, Carlos Alberto Utsunomiya, Tomoaki Maeda, Katsuya Itoh, Kazuaki |
| dc.contributor.researchgroup.spa.fl_str_mv |
Grupo de Ingeniería y Gestión Ambiental (GIGA) |
| dc.subject.lemb.none.fl_str_mv |
Dinámica de fluidos Fluid dynamics Dinámica de estructuras Structural dynamics |
| topic |
Dinámica de fluidos Fluid dynamics Dinámica de estructuras Structural dynamics |
| description |
ABSTRACT: The dynamic response of an oscillating flexible riser involves a coupled phenomenon in which the nature and magnitude of the fluid forces acting on the riser highly depend on the structural riser's response. Therefore, the development of a response prediction model for oscillating flexible risers must consider the numerical modeling of fluid-structure interaction. In this paper a response prediction model for oscillating flexible risers using CFD-derived force coefficients is presented. A 20-meter riser model, sinusoidally excited at its top end using six different values of tension forces, is employed for its experimental validation. The computed maximum amplitudes in both in-line and cross-flow directions show good agreement with the experimental data considering the range of error commonly accepted for such implementations. |
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2007 |
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2007 |
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2024-03-04T17:42:33Z |
| dc.date.available.none.fl_str_mv |
2024-03-04T17:42:33Z |
| dc.type.spa.fl_str_mv |
Artículo de investigación |
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Carlos RIVEROS, Tomoaki UTSUNOMIYA, Katsuya MAEDA, Kazuaki ITOH, CFD Modeling of Fluid-Structure Interaction for Oscillating Flexible Risers, Journal of applied mechanics, 2007, Volume 10, Pages 1099-1108, Released on J-STAGE June 04, 2010, Online ISSN 1884-832X, Print ISSN 1345-9139, https://doi.org/10.2208/journalam.10.1099, https://www.jstage.jst.go.jp/article/journalam1998/10/0/10_0_1099/_article/-char/en |
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1345-9139 |
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https://hdl.handle.net/10495/38455 |
| dc.identifier.doi.none.fl_str_mv |
10.2208/journalam.10.1099 |
| dc.identifier.eissn.none.fl_str_mv |
1884-832X |
| identifier_str_mv |
Carlos RIVEROS, Tomoaki UTSUNOMIYA, Katsuya MAEDA, Kazuaki ITOH, CFD Modeling of Fluid-Structure Interaction for Oscillating Flexible Risers, Journal of applied mechanics, 2007, Volume 10, Pages 1099-1108, Released on J-STAGE June 04, 2010, Online ISSN 1884-832X, Print ISSN 1345-9139, https://doi.org/10.2208/journalam.10.1099, https://www.jstage.jst.go.jp/article/journalam1998/10/0/10_0_1099/_article/-char/en 1345-9139 10.2208/journalam.10.1099 1884-832X |
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https://hdl.handle.net/10495/38455 |
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eng |
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eng |
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1108 |
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1099 |
| dc.relation.citationvolume.spa.fl_str_mv |
10 |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Journal f Applied Mechanics |
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http://creativecommons.org/licenses/by/2.5/co/ |
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https://creativecommons.org/licenses/by/4.0/ |
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openAccess |
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10 páginas |
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Japan Society of Civil Engineers |
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Japón |
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Riveros Jerez, Carlos AlbertoUtsunomiya, TomoakiMaeda, KatsuyaItoh, KazuakiGrupo de Ingeniería y Gestión Ambiental (GIGA)2024-03-04T17:42:33Z2024-03-04T17:42:33Z2007Carlos RIVEROS, Tomoaki UTSUNOMIYA, Katsuya MAEDA, Kazuaki ITOH, CFD Modeling of Fluid-Structure Interaction for Oscillating Flexible Risers, Journal of applied mechanics, 2007, Volume 10, Pages 1099-1108, Released on J-STAGE June 04, 2010, Online ISSN 1884-832X, Print ISSN 1345-9139, https://doi.org/10.2208/journalam.10.1099, https://www.jstage.jst.go.jp/article/journalam1998/10/0/10_0_1099/_article/-char/en1345-9139https://hdl.handle.net/10495/3845510.2208/journalam.10.10991884-832XABSTRACT: The dynamic response of an oscillating flexible riser involves a coupled phenomenon in which the nature and magnitude of the fluid forces acting on the riser highly depend on the structural riser's response. Therefore, the development of a response prediction model for oscillating flexible risers must consider the numerical modeling of fluid-structure interaction. In this paper a response prediction model for oscillating flexible risers using CFD-derived force coefficients is presented. A 20-meter riser model, sinusoidally excited at its top end using six different values of tension forces, is employed for its experimental validation. The computed maximum amplitudes in both in-line and cross-flow directions show good agreement with the experimental data considering the range of error commonly accepted for such implementations.COL000861910 páginasapplication/pdfengJapan Society of Civil EngineersJapónhttp://creativecommons.org/licenses/by/2.5/co/https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2CFD modeling of fluid-structure interaction for oscillating flexible risersArtículo de investigaciónhttp://purl.org/coar/resource_type/c_2df8fbb1https://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionDinámica de fluidosFluid dynamicsDinámica de estructurasStructural dynamics1108109910Journal f Applied MechanicsPublicationLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://bibliotecadigital.udea.edu.co/bitstreams/a5eaf341-2feb-4950-83ed-f828ce14e349/download8a4605be74aa9ea9d79846c1fba20a33MD53falseAnonymousREADORIGINALRiverosCarlos_2007_CFDModelingFluidStructure .pdfRiverosCarlos_2007_CFDModelingFluidStructure .pdfArtículo de investigaciónapplication/pdf1770640https://bibliotecadigital.udea.edu.co/bitstreams/7e221d0e-f460-4a16-9d18-3b3e5f2c8f6a/download9442a87ecf4e4b72fc230244cd6e661aMD51trueAnonymousREADCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8712https://bibliotecadigital.udea.edu.co/bitstreams/44326bcb-e34e-413d-9ad4-e5778830d5c4/downloadfd0548b8694973befb689f3e7a707f1dMD52falseAnonymousREADTEXTRiverosCarlos_2007_CFDModelingFluidStructure .pdf.txtRiverosCarlos_2007_CFDModelingFluidStructure .pdf.txtExtracted texttext/plain37763https://bibliotecadigital.udea.edu.co/bitstreams/7c929ec7-df3a-4155-b093-8c91eeaf97c8/download0bb99aea772f147f3483e85c54c11686MD54falseAnonymousREADTHUMBNAILRiverosCarlos_2007_CFDModelingFluidStructure .pdf.jpgRiverosCarlos_2007_CFDModelingFluidStructure .pdf.jpgGenerated Thumbnailimage/jpeg15950https://bibliotecadigital.udea.edu.co/bitstreams/08040327-a689-475e-b20c-d687bc587f01/download451ba9abec073664c78d3a8a5ba7f47aMD55falseAnonymousREAD10495/38455oai:bibliotecadigital.udea.edu.co:10495/384552025-03-26 23:15:23.137http://creativecommons.org/licenses/by/2.5/co/open.accesshttps://bibliotecadigital.udea.edu.coRepositorio Institucional de la Universidad de Antioquiaaplicacionbibliotecadigitalbiblioteca@udea.edu.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 |
