Response prediction of long flexible risers subject to forced harmonic vibration
Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article prese...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Riveros, Carlos Alberto [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2009 |
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| Schlagwörter: |
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| Anmerkung: |
© JASNAOE 2009 |
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| Übergeordnetes Werk: |
Enthalten in: Journal of marine science and technology - Springer Japan, 1995, 15(2009), 1 vom: 17. Okt., Seite 44-53 |
|---|---|
| Übergeordnetes Werk: |
volume:15 ; year:2009 ; number:1 ; day:17 ; month:10 ; pages:44-53 |
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| DOI / URN: |
10.1007/s00773-009-0070-5 |
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OLC2051326843 |
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| 520 | |a Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. | ||
| 650 | 4 | |a Flexible riser | |
| 650 | 4 | |a Vortex-induced vibration | |
| 650 | 4 | |a Beta parameter | |
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| 700 | 1 | |a Utsunomiya, Tomoaki |4 aut | |
| 700 | 1 | |a Maeda, Katsuya |4 aut | |
| 700 | 1 | |a Itoh, Kazuaki |4 aut | |
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10.1007/s00773-009-0070-5 doi (DE-627)OLC2051326843 (DE-He213)s00773-009-0070-5-p DE-627 ger DE-627 rakwb eng 380 VZ 14 ssgn Riveros, Carlos Alberto verfasserin aut Response prediction of long flexible risers subject to forced harmonic vibration 2009 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © JASNAOE 2009 Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. Flexible riser Vortex-induced vibration Beta parameter Synchronization event Mass-damping parameter Utsunomiya, Tomoaki aut Maeda, Katsuya aut Itoh, Kazuaki aut Enthalten in Journal of marine science and technology Springer Japan, 1995 15(2009), 1 vom: 17. Okt., Seite 44-53 (DE-627)192882341 (DE-600)1309755-6 (DE-576)510416683 0948-4280 nnns volume:15 year:2009 number:1 day:17 month:10 pages:44-53 https://doi.org/10.1007/s00773-009-0070-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO GBV_ILN_23 GBV_ILN_40 GBV_ILN_70 GBV_ILN_4277 GBV_ILN_4314 AR 15 2009 1 17 10 44-53 |
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10.1007/s00773-009-0070-5 doi (DE-627)OLC2051326843 (DE-He213)s00773-009-0070-5-p DE-627 ger DE-627 rakwb eng 380 VZ 14 ssgn Riveros, Carlos Alberto verfasserin aut Response prediction of long flexible risers subject to forced harmonic vibration 2009 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © JASNAOE 2009 Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. Flexible riser Vortex-induced vibration Beta parameter Synchronization event Mass-damping parameter Utsunomiya, Tomoaki aut Maeda, Katsuya aut Itoh, Kazuaki aut Enthalten in Journal of marine science and technology Springer Japan, 1995 15(2009), 1 vom: 17. Okt., Seite 44-53 (DE-627)192882341 (DE-600)1309755-6 (DE-576)510416683 0948-4280 nnns volume:15 year:2009 number:1 day:17 month:10 pages:44-53 https://doi.org/10.1007/s00773-009-0070-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO GBV_ILN_23 GBV_ILN_40 GBV_ILN_70 GBV_ILN_4277 GBV_ILN_4314 AR 15 2009 1 17 10 44-53 |
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10.1007/s00773-009-0070-5 doi (DE-627)OLC2051326843 (DE-He213)s00773-009-0070-5-p DE-627 ger DE-627 rakwb eng 380 VZ 14 ssgn Riveros, Carlos Alberto verfasserin aut Response prediction of long flexible risers subject to forced harmonic vibration 2009 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © JASNAOE 2009 Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. Flexible riser Vortex-induced vibration Beta parameter Synchronization event Mass-damping parameter Utsunomiya, Tomoaki aut Maeda, Katsuya aut Itoh, Kazuaki aut Enthalten in Journal of marine science and technology Springer Japan, 1995 15(2009), 1 vom: 17. Okt., Seite 44-53 (DE-627)192882341 (DE-600)1309755-6 (DE-576)510416683 0948-4280 nnns volume:15 year:2009 number:1 day:17 month:10 pages:44-53 https://doi.org/10.1007/s00773-009-0070-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO GBV_ILN_23 GBV_ILN_40 GBV_ILN_70 GBV_ILN_4277 GBV_ILN_4314 AR 15 2009 1 17 10 44-53 |
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10.1007/s00773-009-0070-5 doi (DE-627)OLC2051326843 (DE-He213)s00773-009-0070-5-p DE-627 ger DE-627 rakwb eng 380 VZ 14 ssgn Riveros, Carlos Alberto verfasserin aut Response prediction of long flexible risers subject to forced harmonic vibration 2009 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © JASNAOE 2009 Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. Flexible riser Vortex-induced vibration Beta parameter Synchronization event Mass-damping parameter Utsunomiya, Tomoaki aut Maeda, Katsuya aut Itoh, Kazuaki aut Enthalten in Journal of marine science and technology Springer Japan, 1995 15(2009), 1 vom: 17. Okt., Seite 44-53 (DE-627)192882341 (DE-600)1309755-6 (DE-576)510416683 0948-4280 nnns volume:15 year:2009 number:1 day:17 month:10 pages:44-53 https://doi.org/10.1007/s00773-009-0070-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO GBV_ILN_23 GBV_ILN_40 GBV_ILN_70 GBV_ILN_4277 GBV_ILN_4314 AR 15 2009 1 17 10 44-53 |
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10.1007/s00773-009-0070-5 doi (DE-627)OLC2051326843 (DE-He213)s00773-009-0070-5-p DE-627 ger DE-627 rakwb eng 380 VZ 14 ssgn Riveros, Carlos Alberto verfasserin aut Response prediction of long flexible risers subject to forced harmonic vibration 2009 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © JASNAOE 2009 Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. Flexible riser Vortex-induced vibration Beta parameter Synchronization event Mass-damping parameter Utsunomiya, Tomoaki aut Maeda, Katsuya aut Itoh, Kazuaki aut Enthalten in Journal of marine science and technology Springer Japan, 1995 15(2009), 1 vom: 17. Okt., Seite 44-53 (DE-627)192882341 (DE-600)1309755-6 (DE-576)510416683 0948-4280 nnns volume:15 year:2009 number:1 day:17 month:10 pages:44-53 https://doi.org/10.1007/s00773-009-0070-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO GBV_ILN_23 GBV_ILN_40 GBV_ILN_70 GBV_ILN_4277 GBV_ILN_4314 AR 15 2009 1 17 10 44-53 |
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Response prediction of long flexible risers subject to forced harmonic vibration |
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Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. © JASNAOE 2009 |
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Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. © JASNAOE 2009 |
| abstract_unstemmed |
Abstract Several research efforts have been directed toward the development of models for response prediction of flexible risers. The main difficulties arise from the fact that the dynamic response of flexible risers involves highly nonlinear behavior and a self-regulated process. This article presents a quasi-steady approach for response prediction of oscillating flexible risers. Amplitude-dependent lift coefficients are considered, as is an increased mean drag coefficient model during synchronization events. Experimental validation of the proposed model was carried out using a 20-m riser model excited by forced harmonic vibration at its top end. Large variations in the hydrodynamic force coefficients, a low mass ratio value, and synchronization events are the main features of the model presented in this article. Experimental validation was provided for the asymmetric, transverse, diagonal, and third vortex regimes. © JASNAOE 2009 |
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| title_short |
Response prediction of long flexible risers subject to forced harmonic vibration |
| url |
https://doi.org/10.1007/s00773-009-0070-5 |
| remote_bool |
false |
| author2 |
Utsunomiya, Tomoaki Maeda, Katsuya Itoh, Kazuaki |
| author2Str |
Utsunomiya, Tomoaki Maeda, Katsuya Itoh, Kazuaki |
| ppnlink |
192882341 |
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n |
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| doi_str |
10.1007/s00773-009-0070-5 |
| up_date |
2024-07-04T04:07:27.825Z |
| _version_ |
1803619976176730112 |
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