期刊文献+

振荡来流下柔性立管涡激振动“分时特性”试验研究 被引量:8

Tests for “time sharing”of vortex-induced vibration of a flexible cylinder in oscillatory flow
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摘要 悬链线立管在顶部浮体的带动下,其动力响应会诱发其周围产生相对来流,而这种振荡来流将激励立管悬垂段产生"间歇性"的涡激振动。在海洋工程水池中对不同最大约化速度URmax、KC数组合下的振荡来流作用下的柔性立管进行模型试验研究,利用光纤应变片测量柔性立管模型的涡激振动响应。结合模态分析与小波分析对试验数据进行分析,观察到一种区别于定常来流下的涡激振动响应形式,即具有"振幅调制"及"模态转换"的"分时特性"的涡激振动。最后讨论并总结了最大约化速度URmax以及KC数对涡激振动"分时特性"的影响规律。 Due to top vessel motions,dynamic responses of catenary risers induce relatively oscillatory flow around themselves.Such oscillatory flow easily triggers the sag-bend part of a riser to have intermittent VIVs.Here,tests for the behaviors of a flexible cylinder in oscillatory flow were conducted with different combinations of the maximum reduced velocity URmax and KC number.Fiber brag grating (FBG)strain sensors were used to measure the VIV response of the cylinder model.Then,modal analysis and wavelet analysis were adopted to deal with the experimental data,and the VIV response featured of “time sharing ” including amplitude modulation and mode transition was observed, it was distinguished from the VIV response in steady flow.Finally,the effects of the maximum reduced velocity and KC number on “time sharing”of VIV in oscillatory flow were discussed and summarized.
出处 《振动与冲击》 EI CSCD 北大核心 2014年第21期1-7,共7页 Journal of Vibration and Shock
基金 国家自然科学基金面上项目(51279101) 国际自然科学基金重点项目(51239007)
关键词 振幅调制 模态转换 模态分析 小波分析 振荡来流 涡激振动 amplitude modulation mode transition modal analysis wavelet analysis oscillatory flow vortex-induced vibration (VIV)
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参考文献18

  • 1Vandiver J K, Li L. Shear7 v4.4 program theoretical manual[M]. Department of Ocean Engineering, MIT. 2005 : 32. 被引量:1
  • 2Larsen C M, Vikestad K, Rttervik R, et al. VI VAN A,Theory Manual [ M]. MARINTEK, Trondheim, 2001. 被引量:1
  • 3Griffin 0 M,Vandiver J K . Vortex-induced strummingvibrations of marine cables with attached masses [ J ]. ASMEJournal of Energy Resources Technology, 1984, 106 (4):458 -465. 被引量:1
  • 4Lie H, Kaasen K E. Modal analysis of measurements from alarge-scale VIV model test of a riser in linearly sheared flow[J ]. Journal of Fluids and Structures, 2006,22 ( 4 ) : 557-575. 被引量:1
  • 5Halse K H, Mo K. Vortex induced vibrations of a catenaryriser [ C]. 3rd International Symposium on Cable Dynamics,Trondheim, 1999. 103 -110. 被引量:1
  • 6Allen D W ( Don),Henning D L . Prototype vortex-inducedvibration tests for production risers [ C ]. Pro. of the OTC,Houston, US A,2001. Paper OTC 13114. 被引量:1
  • 7Tognarelli M A, Slocum S T, Frank W R, et al. VIVresponse of a long flexible cylinder in uniform and linearlysheared currents[ C]. Pro. of the OTC,Houston,USA,2004.Paper OTC 16338. 被引量:1
  • 8DE Wilde J J, Huijsmans R H M. Laboratory investigation oflong riser VIV response [ C ]. ISOPE Conference,Toulon, 2004. 被引量:1
  • 9Chaplin J R, Bearman P W, Huera Huarte F J, et al.Laboratory measurements of vortex-induced vibrations of avertical tension riser in a stepped current [ J ]. Journal ofFluids and Structures ,2005 ,21 : 3 - 24. 被引量:1
  • 10Trim A D, Braaten H,Lie H, et al. Experimentalinvestigation of vortex-induced vibration of long marine risers[J] . Journal of Fluids and Structures, 2005 , 21 (3):335-361. 被引量:1

二级参考文献29

  • 1江国和,方开翔,顾振福,洪有财.拖缆模型涡激振动的影响因素分析[J].振动与冲击,2005,24(1):53-57. 被引量:5
  • 2于国友,姬广令,刘志良.海底管线附加水质量计算方法的研究[J].中国海洋平台,2007,22(2):14-17. 被引量:4
  • 3Bearman P W.Vortex shedding from oscillating bluff bodies[J].Annual Review of Fluid Mechanics,1984,16:195-222. 被引量:1
  • 4Blevins R D.Flow Induced Vibration,[M].Van Nostrand Reinhold Co,1990,New York. 被引量:1
  • 5Vandiver J K,Yong J Y.The relationship between in-line and cross-flow vortex-induced vibration of cylinders[J].Journal of Fluids and Structures,1987,1(4):381-399. 被引量:1
  • 6Seyed F B,Patel M H.Mathematics of Flexible Risers Including Pressure and Internal Flow Effects[J].Marine Structures,1992,5 (2):121-150. 被引量:1
  • 7Lie H,Kaasen K E.Modal analysis of measurements from a large-scale VIV model test of a riser in linearly sheared flow[J].Journal of Fluids and Structures,2006,22(4):557-575. 被引量:1
  • 8Lee L,Allen D.Vibration frequency and lock-in bandwidth of tensioned,flexible cylinders experiencing vortex shedding[J].Journal of Fluids and Structures,2010,26 (2010):602-610. 被引量:1
  • 9Chang R.Straight talk about riser tension and more[C].Proceedings of the ASME 2009 28th International Conference on Ocean,Offshore and Arctic Engineering.Hawaii,USA.OMAE 2009-79759. 被引量:1
  • 10O'Brien P J,O'Sullivan E J.The Role of Buoyancy in Deepwater Riser Design[C].Offshore Technology Conference,1999.Houston,Texas,USA.OTC10929. 被引量:1

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