Numerical scheme for dynamic response of deep-water risers
ABSTRACT: A numerical scheme for dynamic response of deep-water risers is presented in this paper; its formulation is based on the Finite Element Method (FEM) and the quasi-steady model for prediction of the transverse forces. The increased mean drag coefficient during lock-in is also considered in...
- Autores:
-
Riveros Jerez, Carlos Alberto
Utsunomiya, Tomoaki
Maeda, Katsuya
Itoh, Kazuaki
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2006
- Institución:
- Universidad de Antioquia
- Repositorio:
- Repositorio UdeA
- Idioma:
- eng
- OAI Identifier:
- oai:bibliotecadigital.udea.edu.co:10495/38458
- Acceso en línea:
- https://hdl.handle.net/10495/38458
- 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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Numerical scheme for dynamic response of deep-water risers |
| title |
Numerical scheme for dynamic response of deep-water risers |
| spellingShingle |
Numerical scheme for dynamic response of deep-water risers Dinámica de fluidos Fluid dynamics Dinámica de estructuras Structural dynamics |
| title_short |
Numerical scheme for dynamic response of deep-water risers |
| title_full |
Numerical scheme for dynamic response of deep-water risers |
| title_fullStr |
Numerical scheme for dynamic response of deep-water risers |
| title_full_unstemmed |
Numerical scheme for dynamic response of deep-water risers |
| title_sort |
Numerical scheme for dynamic response of deep-water 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: A numerical scheme for dynamic response of deep-water risers is presented in this paper; its formulation is based on the Finite Element Method (FEM) and the quasi-steady model for prediction of the transverse forces. The increased mean drag coefficient during lock-in is also considered in the numerical scheme. The simulation results are compared to experimental data obtained from a 35-meter long flexible riser model. Good agreement is observed in these comparisons. The in-line response of the riser model is well represented by the numerical scheme and the transverse response is under-predicted as the oscillating frequency increases. |
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2006 |
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2006 |
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2024-03-04T19:37:49Z |
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2024-03-04T19:37:49Z |
| dc.type.spa.fl_str_mv |
Artículo de investigación |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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1345-9139 |
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https://hdl.handle.net/10495/38458 |
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10.2208/journalam.9.1149 |
| dc.identifier.eissn.none.fl_str_mv |
1884-832X |
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1345-9139 10.2208/journalam.9.1149 1884-832X |
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https://hdl.handle.net/10495/38458 |
| dc.language.iso.spa.fl_str_mv |
eng |
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eng |
| dc.relation.citationendpage.spa.fl_str_mv |
1158 |
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1149 |
| dc.relation.citationvolume.spa.fl_str_mv |
9 |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Journal Of 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)2024-03-04T19:37:49Z2024-03-04T19:37:49Z20061345-9139https://hdl.handle.net/10495/3845810.2208/journalam.9.11491884-832XABSTRACT: A numerical scheme for dynamic response of deep-water risers is presented in this paper; its formulation is based on the Finite Element Method (FEM) and the quasi-steady model for prediction of the transverse forces. The increased mean drag coefficient during lock-in is also considered in the numerical scheme. The simulation results are compared to experimental data obtained from a 35-meter long flexible riser model. Good agreement is observed in these comparisons. The in-line response of the riser model is well represented by the numerical scheme and the transverse response is under-predicted as the oscillating frequency increases.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_abf2Numerical scheme for dynamic response of deep-water 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 dynamics115811499Journal Of Applied MechanicsPublicationORIGINALRiverosCarlos_2006_NumericalSchemeDynamic.pdfRiverosCarlos_2006_NumericalSchemeDynamic.pdfArtículo de investigaciónapplication/pdf1858750https://bibliotecadigital.udea.edu.co/bitstreams/ff75821a-1673-4098-833d-563af45eccbf/download123877e43aedee2a5e4c270dca9f0c0fMD51trueAnonymousREADCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8927https://bibliotecadigital.udea.edu.co/bitstreams/bfa69c9a-62ef-4dbb-ac47-d829a79ecbea/download1646d1f6b96dbbbc38035efc9239ac9cMD52falseAnonymousREADLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://bibliotecadigital.udea.edu.co/bitstreams/46b7cd5d-15bd-4c64-8f01-ecca254f2274/download8a4605be74aa9ea9d79846c1fba20a33MD53falseAnonymousREADTEXTRiverosCarlos_2006_NumericalSchemeDynamic.pdf.txtRiverosCarlos_2006_NumericalSchemeDynamic.pdf.txtExtracted texttext/plain33267https://bibliotecadigital.udea.edu.co/bitstreams/68d82ddd-1c49-4d44-b05b-50b61e734296/download262df91a64420896ac1812a1be5c49c4MD54falseAnonymousREADTHUMBNAILRiverosCarlos_2006_NumericalSchemeDynamic.pdf.jpgRiverosCarlos_2006_NumericalSchemeDynamic.pdf.jpgGenerated Thumbnailimage/jpeg15038https://bibliotecadigital.udea.edu.co/bitstreams/e804872a-3aa5-4d09-bffe-5f39340ebde3/downloadca407a327b09115fd0c9f0ad33c0c9d7MD55falseAnonymousREAD10495/38458oai:bibliotecadigital.udea.edu.co:10495/384582025-03-26 19:26:38.007http://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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 |