Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion
The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the inte...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Liu, M. S. [verfasserIn] Liu, X. W. [verfasserIn] Li, J. Y. [verfasserIn] Ju, J. S. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Strength of materials - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969, 49(2017), 1 vom: Jan., Seite 180-187 |
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| Übergeordnetes Werk: |
volume:49 ; year:2017 ; number:1 ; month:01 ; pages:180-187 |
| Links: |
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| DOI / URN: |
10.1007/s11223-017-9856-6 |
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| Katalog-ID: |
SPR017867428 |
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| 520 | |a The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. | ||
| 650 | 4 | |a unbonded flexible riser |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a ten separate cylindrical layers |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a ABAQUS |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a friction coefficient |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Liu, X. W. |e verfasserin |4 aut | |
| 700 | 1 | |a Li, J. Y. |e verfasserin |4 aut | |
| 700 | 1 | |a Ju, J. S. |e verfasserin |4 aut | |
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10.1007/s11223-017-9856-6 doi (DE-627)SPR017867428 (SPR)s11223-017-9856-6-e DE-627 ger DE-627 rakwb eng 670 ASE 51.32 bkl Liu, M. S. verfasserin aut Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 Liu, X. W. verfasserin aut Li, J. Y. verfasserin aut Ju, J. S. verfasserin aut Enthalten in Strength of materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969 49(2017), 1 vom: Jan., Seite 180-187 (DE-627)325570248 (DE-600)2037314-4 1573-9325 nnns volume:49 year:2017 number:1 month:01 pages:180-187 https://dx.doi.org/10.1007/s11223-017-9856-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 51.32 ASE AR 49 2017 1 01 180-187 |
| spelling |
10.1007/s11223-017-9856-6 doi (DE-627)SPR017867428 (SPR)s11223-017-9856-6-e DE-627 ger DE-627 rakwb eng 670 ASE 51.32 bkl Liu, M. S. verfasserin aut Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 Liu, X. W. verfasserin aut Li, J. Y. verfasserin aut Ju, J. S. verfasserin aut Enthalten in Strength of materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969 49(2017), 1 vom: Jan., Seite 180-187 (DE-627)325570248 (DE-600)2037314-4 1573-9325 nnns volume:49 year:2017 number:1 month:01 pages:180-187 https://dx.doi.org/10.1007/s11223-017-9856-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 51.32 ASE AR 49 2017 1 01 180-187 |
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10.1007/s11223-017-9856-6 doi (DE-627)SPR017867428 (SPR)s11223-017-9856-6-e DE-627 ger DE-627 rakwb eng 670 ASE 51.32 bkl Liu, M. S. verfasserin aut Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 Liu, X. W. verfasserin aut Li, J. Y. verfasserin aut Ju, J. S. verfasserin aut Enthalten in Strength of materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969 49(2017), 1 vom: Jan., Seite 180-187 (DE-627)325570248 (DE-600)2037314-4 1573-9325 nnns volume:49 year:2017 number:1 month:01 pages:180-187 https://dx.doi.org/10.1007/s11223-017-9856-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 51.32 ASE AR 49 2017 1 01 180-187 |
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10.1007/s11223-017-9856-6 doi (DE-627)SPR017867428 (SPR)s11223-017-9856-6-e DE-627 ger DE-627 rakwb eng 670 ASE 51.32 bkl Liu, M. S. verfasserin aut Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 Liu, X. W. verfasserin aut Li, J. Y. verfasserin aut Ju, J. S. verfasserin aut Enthalten in Strength of materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969 49(2017), 1 vom: Jan., Seite 180-187 (DE-627)325570248 (DE-600)2037314-4 1573-9325 nnns volume:49 year:2017 number:1 month:01 pages:180-187 https://dx.doi.org/10.1007/s11223-017-9856-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 51.32 ASE AR 49 2017 1 01 180-187 |
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10.1007/s11223-017-9856-6 doi (DE-627)SPR017867428 (SPR)s11223-017-9856-6-e DE-627 ger DE-627 rakwb eng 670 ASE 51.32 bkl Liu, M. S. verfasserin aut Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 Liu, X. W. verfasserin aut Li, J. Y. verfasserin aut Ju, J. S. verfasserin aut Enthalten in Strength of materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1969 49(2017), 1 vom: Jan., Seite 180-187 (DE-627)325570248 (DE-600)2037314-4 1573-9325 nnns volume:49 year:2017 number:1 month:01 pages:180-187 https://dx.doi.org/10.1007/s11223-017-9856-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 51.32 ASE AR 49 2017 1 01 180-187 |
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Enthalten in Strength of materials 49(2017), 1 vom: Jan., Seite 180-187 volume:49 year:2017 number:1 month:01 pages:180-187 |
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Strength of materials |
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Liu, M. S. @@aut@@ Liu, X. W. @@aut@@ Li, J. Y. @@aut@@ Ju, J. S. @@aut@@ |
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Liu, M. S. |
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Liu, M. S. ddc 670 bkl 51.32 misc unbonded flexible riser misc ten separate cylindrical layers misc ABAQUS misc friction coefficient Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion |
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670 ASE 51.32 bkl Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion unbonded flexible riser (dpeaa)DE-He213 ten separate cylindrical layers (dpeaa)DE-He213 ABAQUS (dpeaa)DE-He213 friction coefficient (dpeaa)DE-He213 |
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ddc 670 bkl 51.32 misc unbonded flexible riser misc ten separate cylindrical layers misc ABAQUS misc friction coefficient |
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numerical simulation of flexible multilayered pipe/riser under torsion |
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Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion |
| abstract |
The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. |
| abstractGer |
The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. |
| abstract_unstemmed |
The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. The FEM model considering material nonlinearity and nonlinear boundary conditions (the interaction between layers) has been set to simulate the riser behavior. Based on the detailed finite element model, the influence of friction coefficient on the calculation results of the riser under torsion force is studied. The computation results reveal a large difference between the internal layers and the tension armor consisting of steel strips, which is the main load-bearing component. Friction coefficient is shown to have a strong effect on the stress-strain calculation results. |
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10.1007/s11223-017-9856-6 |
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2024-07-03T15:44:15.672Z |
| _version_ |
1803573217903771648 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR017867428</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220111054112.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201006s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11223-017-9856-6</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR017867428</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s11223-017-9856-6-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">670</subfield><subfield code="q">ASE</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">51.32</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Liu, M. S.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Numerical Simulation of Flexible Multilayered Pipe/Riser Under Torsion</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The 10-layer unbonded flexible riser is modeled with parametric modeling technology in FEM and the model is imported into ABAQUS to simulate the riser mechanical behavior under the torsion loading conditions. 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