期刊文献+

基于实验的圆柱体流固耦合升力谱模型研究 被引量:8

A SPECTRUM MODEL OF THE LIFT FORCE ON A CYLINDER WITH FLUID-STRUCTURE INTERACTION BASED ON EXPERIMENT
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摘要 基于均匀流场的弹性圆柱体涡激振动实验,提出了一个考虑流固耦合的涡激升力谱模型。该升力模型采用了Webull分布模型,以流速、约化速度、圆柱体直径和圆柱体固有频率为模型参数,通过引入圆柱体固有频率来考虑流固耦合的影响,避免了时域模型中直接计算圆柱体的顺流向振动响应问题。与实验结果比较表明,该模型可用于均匀流场的涡激振动预测。 A spectrum model of the lift force on an oscillating cylinder in uniform stream is presented based on the VIV experiments of a flexible cylinder.The formula is derived as a function of the natural frequency of the cylinder from a Webull probability density function.The fluid-structure interaction is taken into account in the model by inserting the natural frequency of the cylinder into the model.The other parameters in the model are the velocity of flow,reduced velocity,the diameter of the cylinder.The calculated response with the model was compared with measured response of the cylinder tested in experiments.It is shows that the VIV response of the cylinder in uniform current can be predicted by the lift force model proposed in the paper.
出处 《工程力学》 EI CSCD 北大核心 2012年第2期192-196,204,共6页 Engineering Mechanics
基金 国家自然科学基金项目(51079136 51179179)
关键词 涡激升力 涡激振动 水动力实验 斯托哈尔频率 流体力 lift force VIV hydrodynamic experiment Strouhal frequency fluid force
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参考文献14

  • 1Gabbai R D, Benaroya H. An overview of modeling and experiments of vortex-induced vibration of circular cylinders [J]. Journal of Sound and Vibration, 2005, 282: 575-616.
  • 2Carl M Larsen, Gro Sagli Baarholm, Elizabeth Passano, Kamran Koushan. Non-linear time domain analysis of vortex induced vibrations for free spanning pipelines [C]. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, OMAE, 2004, 3: 207-215.
  • 3孟昭瑛,杨树耕,王仲捷.水下管道涡激振动的实验研究[J].水利学报,1994,26(7):43-50. 被引量:16
  • 4Carl M Larsen, Kamran Koushan, Elizabeth Passano. Frequency and time domain analysis of vortex induced vibrations for free span pipelines [C]. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, OMAE, 2002, 1: 103 - 111.
  • 5李昕,刘亚坤,周晶,马恒春.海底悬跨管道动力响应的试验研究和数值模拟[J].工程力学,2003,20(2):21-25. 被引量:44
  • 6余建星,罗延生,方华灿.海底管线管跨段涡激振动响应的实验研究[J].地震工程与工程振动,2001,21(4):93-97. 被引量:24
  • 7Fumes G K, Bemtsen J. On the response of a free span pipeline subjected to ocean currents [J]. Ocean Engineering, 2003, 30(12): 1553-1577.
  • 8Kocabiyik S. Fluid forces on transversely oscillating cylinder [J]. Applied Mathematic Letter, 2000, 13(4): 59-64.
  • 9Low H T, Chew Y T, Tan K T. Fluid forces on a cylinder oscillating in line with a uniform flow [J]. Ocean Engineering, 1989, 16(3 ): 307- 318.
  • 10Sarpkaya Turgut. Fluid forces on oscillating cylinders [J]. Journal of the Waterway, Port, Coastal and Ocean Division, Proceedings of the American Society of Civil Engineers, 1978, 104(4): 275-290.

二级参考文献34

  • 1孟昭瑛,杨树耕,王仲捷.水下管道涡激振动的实验研究[J].水利学报,1994,26(7):43-50. 被引量:16
  • 2马良.波流作用下海底管道的水动力和在位稳定性研究的近代进展[J].水动力学研究与进展(A辑),1995,10(2):135-145. 被引量:8
  • 3沈鸿.机械工程手册[M].机械工业出版社,1982..
  • 4R.D.白莱文斯.流体诱发振动[M].机械工业出版社,1981,3..
  • 5O Fyrileiv, K Mork, et al. Assessment of free spanning pipelines using the DNV guideline [A]. Proceedings of the Eighth International Offshore and Polar Engineering Conference [el, 1998. 100-106.
  • 6T K Datta, E A Mashaly. Transverse response of offshore pipelines to random ground motion [J]. Earthquake Engineering and Structural Dynamics, 1990, 19(2): 217-228.
  • 7C Kalliontzis. Numerical simulation of submarine pipelines in dynamic contact with a moving seabed [J].Earthquake Engineering and Structural Dynamics, 1998,27: 465-486.
  • 8J Zhou, X Li, D X Ma, Seismic response and vibration control for free spanning submarine pipelines [A].Proceedings of the 11 th International Offshore and Polar Engineering Conference[C]. Stavanger, Norway:International Society of Offshore and Polar Engineers,2001, 2: 180-184.
  • 9R W Clough, J Penzien. Dynamics of structures [M].McGraw-Hill, Inc., 1975.
  • 10Y Tokuo, J H Nath, C E Smith. Wave forces on cylinders near the ocean bottom [J]. J. Waterways Harbour Div.ASCE, 1974, 100: 34-50.

共引文献85

同被引文献34

  • 1邓见,任安禄,邹建锋.方柱绕流横向驰振及涡致振动数值模拟[J].浙江大学学报(工学版),2005,39(4):595-599. 被引量:18
  • 2张雄,陆明万,王建军.任意拉格朗日-欧拉描述法研究进展[J].计算力学学报,1997,14(1):91-102. 被引量:104
  • 3郝双户,董国海,宗智,郑艳娜.圆环在波浪作用下的非线性流固耦合分析[J].工程力学,2007,24(7):53-58. 被引量:9
  • 4黄维平,王爱群,李华军.海底管道悬跨段流致振动实验研究及涡激力模型修正[J].工程力学,2007,24(12):153-157. 被引量:24
  • 5Hatton S A, Willis N. Steel catenary risers for deepwater environment [ A ]. Proceedings of Offshore Technology Conference [C]. Houston, USA, OTC, 1998, OTC8607.
  • 6Giertsen E, Verley R, Schroder K. A catenary riser/soil interaction model for global riser analysis [ A ]. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering [ C]. Vancouver, Canada, ASME, 2004, 23(1) : 633 -640.
  • 7Martins C A, Higashi E. A parametric analysis of steel catenary risers: fatigue behavior near the top [ A ]. Proceedings of the International Offshore and Polar Engineering Conference[ C]. Seattle, USA, ISOPE, 2000, 2:54 - 59.
  • 8da Silveira L M Y, de Arruda Martins C. A numerical method to solve the static problem of a catenary riser [ A ]. Proceedings of International Conference on Offshore Mechanics and Arctic Engineering [ C ]. Vancouver, Canada, OMAE, 2004, 1 : 693 -702.
  • 9Moe G, Arnisen O. An analytic model for static analysis of catenary risers [ A ]. Proceedings of the International Offshore and Polar Engineering Conference [ C ]. Stavanger, Norway, ISOPE, 2001,2 : 248 - 253.
  • 10Sanchis A, Stelevik G, Grue J. Two-degree-of-freedom vortex-induced vibrations of a spring-mounted rigid cylinder with low mass ratio [ J ]. Journal of Fluids and Structures, 2008, 24(6) : 907 -919.

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