期刊文献+

三类边界条件下隔水套管涡激非线性振动的比较分析 被引量:3

Comparative analysis of vortex induced nonlinear vibration of marine risers under three different boundary conditions
下载PDF
导出
摘要 考虑流及波流联合作用,研究了套管的涡激非线性振动.将套管简化为梁模型,考虑3类不同的边界条件,计及莫里森非线性流体动力和涡激荷载,建立套管的涡激振动方程.应用克雷洛夫函数求解套管的固有频率和模态,采用了计算涡激非线性动力响应的迦辽金方法.以东海勘探3号钻井隔水套管为例,研究了不同边界条件下流引起的主共振和波流联合引起的组合共振.计算结果表明:流对套管的动力响应占主导地位,而波的影响不大.分析了3类不同边界条件下隔水套管的涡激非线性动力响应,揭示了波流联合激励下套管复杂的动力响应特性. Based on the loads of current and combined wave-current, vortex-induced nonlinear vibration of marine rises in deep water was studied. The vortex-induced vibration equation of marine rises was set up with considering the beam mode and Morison's nonlinear fluid damp as well as the vortex-excited loads under three different boundary conditions. The Galerkin method was adopted to calculate the vortex induced nonlinear vibration. The response, which included primary resonance induced by current and the composite resonance under combined wave-current for the marine drilling risers of the Donghai 3# were studied. The numerical results show that the dynamic response of marine risers is mainly induced by the current, and the influence of wave may be neglected. Under three different boundary conditions, the vortex-induced nonlinear vibration of marine rises gives the complex response behaviors of marine risers under combined wave-current.
出处 《江苏科技大学学报(自然科学版)》 CAS 北大核心 2009年第4期287-292,共6页 Journal of Jiangsu University of Science and Technology:Natural Science Edition
关键词 涡激振动 隔水导管 非线性流体阻尼力 vortex induced vibration marine riser nonlinear fluid damping
  • 相关文献

参考文献8

二级参考文献15

  • 1Sau Lon James HU,Tomotsuka TAKAYAMA.The Optimal Design of TMD for Offshore Structures[J].China Ocean Engineering,1999,14(2):133-144. 被引量:18
  • 2嵇春艳.固定式导管架平台的H_2振动控制技术研究[J].振动工程学报,2004,17(4):483-487. 被引量:1
  • 3董艳秋.波、流联合作用下海洋平台张力腿的涡激非线性振动[J].海洋学报,1994,16(3):121-129. 被引量:24
  • 4[1]HOUSNER G W,BERGMAN L A,CAUGHEY T K,et al.Structural control:past,present,and future[J].Journal of Engineering Mechanics,1997,123(9):897-971.
  • 5[2]ANKIREDDI S H,HENRY T Y Y.Sampled-data H2 optimal output feedback control for civil structures[J].Earthquake Engineering and Structural Dynamics,1999,28:921-940.
  • 6[4]ABDEL-ROHMAN M.Structural control for a steel jacket platform[J].Structural Engineering and Mechanics,1996,4(2):125-138.
  • 7[5]DOYLE J C K,KHARGONEKAR P,FRANCIS B.State-space solutions to standard H2 and H∞ control problems[J].IEEE Transactions on Automatic Control,1989,34:831-874.
  • 8甘锡林,中国海洋平台,1990年,1期,15页
  • 9Bokaian A. Lock-in prediction of marine riser and tethers[J] . J Sound Vibration , 1994,175(5):607-623.
  • 10DONG Yan-qiu, XIE Geng, Lou J Y K. Stability of vortex-induced oscillations of tension leg platform tethers[J]. Ocean Engineering, 1992,19(6) :551-571.

共引文献31

同被引文献22

  • 1毛国栋,赵英轩,戴西行.深水立管涡激振动非线性响应及疲劳分析[J].中国水运(下半月),2010,10(5):97-98. 被引量:2
  • 2潘志远,崔维成,刘应中.阶梯状来流中立管的涡激振动响应预报[J].上海交通大学学报,2006,40(6):1064-1068. 被引量:10
  • 3Moe G, Wu Z J. The lift force on a cylinder vibrating in a current[J]. ASME Journal of Offshore Mechanics and Arctic En- gineering, 1990, 112: 297-303.
  • 4Sanehis A, S~elevik 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, 4: 907-919.
  • 5XU Junling, ZHU Renqing. Numerical simulation of VIV for an elastic cylinder mounted on the spring supports with low mass-ratio[J]. Journal of Marine Science and Application, 2009, 8: 237-245.
  • 6吴锤结 王亮.消除圆柱绕流振荡尾迹的动波浪壁流动控制.应用力学进展,2004,:368-377.
  • 7Williamson C H K. Vortex dynamics in the cylinder wake[J]. Annual Review of Fluid Mechanics, 1996, 28: 477-539.
  • 8Dong Yanqiu, Xie Geng, Lou J Y K. Stability of vortexinduced oscillation of tension leg platform tethers [ J ]. Ocean Engineering, 1992, 19(6):551-571.
  • 9Chandrasekaran S, Jain A K. Triangular configuration tension leg platform behavior under random sea wave loads [ J ]. Ocean Engineering, 2002,29 : 1895 - 1928.
  • 10余建星,许华力,袁从敏,王忠畅.张力腿系缆系统涡激振动疲劳可靠性分析[J].船舶力学,2008,12(4):592-598. 被引量:3

引证文献3

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部