Methodology for simulation of the post-failure behavior of flexible catenary risers
New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Ribeiro, Leonardo G. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022transfer abstract |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells - Crapina, Laura C. ELSEVIER, 2021, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:82 ; year:2022 ; pages:0 |
| Links: |
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| DOI / URN: |
10.1016/j.marstruc.2021.103142 |
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| 520 | |a New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. | ||
| 520 | |a New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. | ||
| 650 | 7 | |a Post-failure behavior |2 Elsevier | |
| 650 | 7 | |a Catenary risers |2 Elsevier | |
| 650 | 7 | |a Flexible risers |2 Elsevier | |
| 650 | 7 | |a Dynamic buckling |2 Elsevier | |
| 700 | 1 | |a Meneses, Beatriz M. |4 oth | |
| 700 | 1 | |a Aguiar, Jonas |4 oth | |
| 700 | 1 | |a Parente, Evandro |4 oth | |
| 700 | 1 | |a Melo, A. Macário C. de |4 oth | |
| 700 | 1 | |a Mineiro, Fábio P.S. |4 oth | |
| 700 | 1 | |a Carneseca, Mariana T.C.G. |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Crapina, Laura C. ELSEVIER |t Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells |d 2021 |g Amsterdam [u.a.] |w (DE-627)ELV007235291 |
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10.1016/j.marstruc.2021.103142 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001652.pica (DE-627)ELV056589212 (ELSEVIER)S0951-8339(21)00193-3 DE-627 ger DE-627 rakwb eng 530 VZ 38.30 bkl 35.68 bkl 33.61 bkl 35.90 bkl 51.45 bkl Ribeiro, Leonardo G. verfasserin aut Methodology for simulation of the post-failure behavior of flexible catenary risers 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. Post-failure behavior Elsevier Catenary risers Elsevier Flexible risers Elsevier Dynamic buckling Elsevier Meneses, Beatriz M. oth Aguiar, Jonas oth Parente, Evandro oth Melo, A. Macário C. de oth Mineiro, Fábio P.S. oth Carneseca, Mariana T.C.G. oth Enthalten in Elsevier Science Crapina, Laura C. ELSEVIER Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells 2021 Amsterdam [u.a.] (DE-627)ELV007235291 volume:82 year:2022 pages:0 https://doi.org/10.1016/j.marstruc.2021.103142 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 38.30 Mineralogie VZ 35.68 Organische Verbindungen: Sonstiges VZ 33.61 Festkörperphysik VZ 35.90 Festkörperchemie VZ 51.45 Werkstoffe mit besonderen Eigenschaften VZ AR 82 2022 0 |
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10.1016/j.marstruc.2021.103142 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001652.pica (DE-627)ELV056589212 (ELSEVIER)S0951-8339(21)00193-3 DE-627 ger DE-627 rakwb eng 530 VZ 38.30 bkl 35.68 bkl 33.61 bkl 35.90 bkl 51.45 bkl Ribeiro, Leonardo G. verfasserin aut Methodology for simulation of the post-failure behavior of flexible catenary risers 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. Post-failure behavior Elsevier Catenary risers Elsevier Flexible risers Elsevier Dynamic buckling Elsevier Meneses, Beatriz M. oth Aguiar, Jonas oth Parente, Evandro oth Melo, A. Macário C. de oth Mineiro, Fábio P.S. oth Carneseca, Mariana T.C.G. oth Enthalten in Elsevier Science Crapina, Laura C. ELSEVIER Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells 2021 Amsterdam [u.a.] (DE-627)ELV007235291 volume:82 year:2022 pages:0 https://doi.org/10.1016/j.marstruc.2021.103142 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 38.30 Mineralogie VZ 35.68 Organische Verbindungen: Sonstiges VZ 33.61 Festkörperphysik VZ 35.90 Festkörperchemie VZ 51.45 Werkstoffe mit besonderen Eigenschaften VZ AR 82 2022 0 |
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10.1016/j.marstruc.2021.103142 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001652.pica (DE-627)ELV056589212 (ELSEVIER)S0951-8339(21)00193-3 DE-627 ger DE-627 rakwb eng 530 VZ 38.30 bkl 35.68 bkl 33.61 bkl 35.90 bkl 51.45 bkl Ribeiro, Leonardo G. verfasserin aut Methodology for simulation of the post-failure behavior of flexible catenary risers 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. Post-failure behavior Elsevier Catenary risers Elsevier Flexible risers Elsevier Dynamic buckling Elsevier Meneses, Beatriz M. oth Aguiar, Jonas oth Parente, Evandro oth Melo, A. Macário C. de oth Mineiro, Fábio P.S. oth Carneseca, Mariana T.C.G. oth Enthalten in Elsevier Science Crapina, Laura C. ELSEVIER Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells 2021 Amsterdam [u.a.] (DE-627)ELV007235291 volume:82 year:2022 pages:0 https://doi.org/10.1016/j.marstruc.2021.103142 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 38.30 Mineralogie VZ 35.68 Organische Verbindungen: Sonstiges VZ 33.61 Festkörperphysik VZ 35.90 Festkörperchemie VZ 51.45 Werkstoffe mit besonderen Eigenschaften VZ AR 82 2022 0 |
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10.1016/j.marstruc.2021.103142 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001652.pica (DE-627)ELV056589212 (ELSEVIER)S0951-8339(21)00193-3 DE-627 ger DE-627 rakwb eng 530 VZ 38.30 bkl 35.68 bkl 33.61 bkl 35.90 bkl 51.45 bkl Ribeiro, Leonardo G. verfasserin aut Methodology for simulation of the post-failure behavior of flexible catenary risers 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. Post-failure behavior Elsevier Catenary risers Elsevier Flexible risers Elsevier Dynamic buckling Elsevier Meneses, Beatriz M. oth Aguiar, Jonas oth Parente, Evandro oth Melo, A. Macário C. de oth Mineiro, Fábio P.S. oth Carneseca, Mariana T.C.G. oth Enthalten in Elsevier Science Crapina, Laura C. ELSEVIER Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells 2021 Amsterdam [u.a.] (DE-627)ELV007235291 volume:82 year:2022 pages:0 https://doi.org/10.1016/j.marstruc.2021.103142 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 38.30 Mineralogie VZ 35.68 Organische Verbindungen: Sonstiges VZ 33.61 Festkörperphysik VZ 35.90 Festkörperchemie VZ 51.45 Werkstoffe mit besonderen Eigenschaften VZ AR 82 2022 0 |
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10.1016/j.marstruc.2021.103142 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001652.pica (DE-627)ELV056589212 (ELSEVIER)S0951-8339(21)00193-3 DE-627 ger DE-627 rakwb eng 530 VZ 38.30 bkl 35.68 bkl 33.61 bkl 35.90 bkl 51.45 bkl Ribeiro, Leonardo G. verfasserin aut Methodology for simulation of the post-failure behavior of flexible catenary risers 2022transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. Post-failure behavior Elsevier Catenary risers Elsevier Flexible risers Elsevier Dynamic buckling Elsevier Meneses, Beatriz M. oth Aguiar, Jonas oth Parente, Evandro oth Melo, A. Macário C. de oth Mineiro, Fábio P.S. oth Carneseca, Mariana T.C.G. oth Enthalten in Elsevier Science Crapina, Laura C. ELSEVIER Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells 2021 Amsterdam [u.a.] (DE-627)ELV007235291 volume:82 year:2022 pages:0 https://doi.org/10.1016/j.marstruc.2021.103142 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 38.30 Mineralogie VZ 35.68 Organische Verbindungen: Sonstiges VZ 33.61 Festkörperphysik VZ 35.90 Festkörperchemie VZ 51.45 Werkstoffe mit besonderen Eigenschaften VZ AR 82 2022 0 |
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Enthalten in Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells Amsterdam [u.a.] volume:82 year:2022 pages:0 |
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Enthalten in Evaluation of colloidal properties of amino-functionalized mesoporous silica nanoparticles conjugated with the plasmid vector pEGFP-N3 and its influence on the pDNA delivery to HeLa cells Amsterdam [u.a.] volume:82 year:2022 pages:0 |
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Methodology for simulation of the post-failure behavior of flexible catenary risers |
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New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. |
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New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. |
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New discoveries have been constantly pushing the use of marine risers to harsher environments, moving to ultra-deep waters. However, even with recent advances in the analysis and design of risers, these structures still fail. The rupture of a riser often implies high environmental and economic costs and can compromise the lifespan of neighboring structures, such as other risers, anchoring systems, and submarine equipment. This work aims at performing post-failure analysis of flexible catenary risers to understand their behavior after the rupture occurs. The dynamic buckling phenomenon is discussed and the influence of important parameters such as element length, time step, tangential drag coefficient, soil stiffness, and slenderness is assessed and discussed. This paper also shows that the hysteretic nonlinear bending stiffness has a great influence on the falling riser dynamics. Results are shown in terms of the fall time, and the riser accommodation on marine soil. A statistical analysis using random waves is also performed to assist in understanding the problem and in determining a safe region around the riser to avoid impact with other elements of the submarine layout. The proposed methodology provides important results for damage mitigation in case of accidents in future riser designs. |
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