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...

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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.
publishDate 2007
dc.date.issued.none.fl_str_mv 2007
dc.date.accessioned.none.fl_str_mv 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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dc.identifier.citation.spa.fl_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
dc.identifier.issn.none.fl_str_mv 1345-9139
dc.identifier.uri.none.fl_str_mv 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
url https://hdl.handle.net/10495/38455
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.citationendpage.spa.fl_str_mv 1108
dc.relation.citationstartpage.spa.fl_str_mv 1099
dc.relation.citationvolume.spa.fl_str_mv 10
dc.relation.ispartofjournal.spa.fl_str_mv Journal f Applied Mechanics
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dc.format.extent.spa.fl_str_mv 10 páginas
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dc.publisher.spa.fl_str_mv Japan Society of Civil Engineers
dc.publisher.place.spa.fl_str_mv Japón
institution Universidad de Antioquia
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spelling 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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