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Large Eddy Simulation on Interaction Between in-Line and Cross-Flow Oscillation of A Circular Cylinder

Large Eddy Simulation on Interaction Between in-Line and Cross-Flow Oscillation of A Circular Cylinder
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摘要 This paper discusses numerical results from three-dimensional large eddy simulations of an oscillating cylinder under prescribed movements in uniform flow. Six cases, namely pure in-line, pure cross-flow and two groups of 'Figure of Eight' oscillation patterns are under investigation at Reynolds number Re = 24000. The ' Figure of Eight' pattern in each group is with identical shape but oppusite orbital directions. The numerical results on hydrodynamic forces, higher order force components, and vortex shedding modes are extensively studied and compared with the measured experimental data. It is found that the fluid force in phase with the velocity, which represents the energy transfer between the fluid and the cylinder, has opposite sign and different magnitude due to the opposite orbital direction. Higher order force components in cross-flow direction are found to occur at odd nmnber times of the oscillating frequency, while even nmbers dominate the higher order force components in in-llne direction. The 2C and 2T vortex shedding modes are well reproduced due to the opposite orbital direction effect. Comparisons between numerical and experimental results indicate that the present numerical model could be a rational tool for the identification of hydrodynamic coefficients which are normally applied in empirical models to predict the vortex-induced vibrations of slender marine structures. This paper discusses numerical results from three-dimensional large eddy simulations of an oscillating cylinder under prescribed movements in uniform flow. Six cases, namely pure in-line, pure cross-flow and two groups of 'Figure of Eight' oscillation patterns are under investigation at Reynolds number Re = 24000. The ' Figure of Eight' pattern in each group is with identical shape but oppusite orbital directions. The numerical results on hydrodynamic forces, higher order force components, and vortex shedding modes are extensively studied and compared with the measured experimental data. It is found that the fluid force in phase with the velocity, which represents the energy transfer between the fluid and the cylinder, has opposite sign and different magnitude due to the opposite orbital direction. Higher order force components in cross-flow direction are found to occur at odd nmnber times of the oscillating frequency, while even nmbers dominate the higher order force components in in-llne direction. The 2C and 2T vortex shedding modes are well reproduced due to the opposite orbital direction effect. Comparisons between numerical and experimental results indicate that the present numerical model could be a rational tool for the identification of hydrodynamic coefficients which are normally applied in empirical models to predict the vortex-induced vibrations of slender marine structures.
出处 《China Ocean Engineering》 SCIE EI 2010年第4期663-676,共14页 中国海洋工程(英文版)
关键词 vortex-ivduced vibration large eddy simulation forced oscillation IN-LINE CROSS-FLOW vortex-ivduced vibration large eddy simulation forced oscillation in-line cross-flow
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  • 1杨兵,高福平,吴应湘,李东晖.Experi mental Study on Vortex-Induced Vibrations of Submarine Pipeline near Seabed Boundary in Ocean Currents[J].China Ocean Engineering,2006,20(1):113-121. 被引量:15
  • 2Machado R Z, Mourelle M M, Franciss R, Silva R M,Lima C S, Eisemberg R, Oliveira D. Monitoring program for the first steel catenary riser installed in a moored floating platform in deep water[J]. Oceans Conference Record (IEEE), 1999, 2:801-810.
  • 3Lyons G J, Vandiver J K, Larsen C M, Ashcombe G T. Vortex induced vibrations measured in service in the Foinaven dynamic umbilical and lessons from prediction[J]. Journal of Fluids and Structures, 2003, 17: 1079-1094.
  • 4Serta O B, Sphaier S H, Femandes A C. Fatigue design of risers:An improved methodology incorporating a transverse hydrodynamic force model[A]. Proc. of the 10th ISOPE[C], Seattle, USA, 2000, Ⅱ: 49-53.
  • 5Norberg C. Fluctuating lift on a circular cylinder: review and new measurements[J]. Journal of Fluids and Structures,2003, 17:57-96.
  • 6Vikestad K. Multi-frequency response of a cylinder subject to vortex shedding and support motions[D]. PhD Thesis, Department of Marine Engineering, Norwegian University of Science and Technology, 1998.
  • 7Vikestad K, Vandiver J K, Larsen C M. Added mass oscillation frequency for a circular cylinder subject to vortex-shedding vibrations and external disturbance[J]. Journal of Fluids and Structures, 2000, 14:1071-1088.
  • 8Khalak A, Williamson C H K. Dynamics of a hydroelastic cylinder with very low mass and damping[J]. Journal of Fluids and Structures, 1996,10:455-472.
  • 9Khalak A, Williamson C H K. Motions, forces and mode transitions in vortex-induced vibrations at low mass-damping[J].Journal of Fluids and Structures, 1999,13:813-851.
  • 10Govardhan R, Williamson C H K.Modes of vortex formation and frequency response of a freely vibrating cylinder[J]. Journal of Fluid Mechanics, 2000, 420: 85-130.

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