期刊文献+

Dynamic Behaviors of A Marine Riser Under Two Different Frequency Parametric Excitations 被引量:3

Dynamic Behaviors of A Marine Riser Under Two Different Frequency Parametric Excitations
下载PDF
导出
摘要 The marine risers are often subjected to parametric excitations from the fluctuation top tension. The top tension on the riser may fluctuate with multiple frequencies caused by irregular waves. In this paper, the influence between different frequency components in the top tension on the riser system is theoretically simulated and analyzed. With the Euler-Bernoulli beam theory, a dynamic model for the vibrations of the riser is established. The top tension is set as fluctuating with time and it has two different frequencies. The influences from the fluctuation amplitudes, circular frequencies and phase angles of these frequency components on the riser system are analyzed in detail. When these two frequencies are fluctuating in the stable regions, the riser system may become unstable because ω1+ω2≈2Ωn. The fluctuation amplitudes of these frequencies have little effect on the components of the vibration frequencies of the riser. For different phase angles, the stability and dynamic behaviors of the riser would be different. The marine risers are often subjected to parametric excitations from the fluctuation top tension. The top tension on the riser may fluctuate with multiple frequencies caused by irregular waves. In this paper, the influence between different frequency components in the top tension on the riser system is theoretically simulated and analyzed. With the Euler-Bernoulli beam theory, a dynamic model for the vibrations of the riser is established. The top tension is set as fluctuating with time and it has two different frequencies. The influences from the fluctuation amplitudes, circular frequencies and phase angles of these frequency components on the riser system are analyzed in detail. When these two frequencies are fluctuating in the stable regions, the riser system may become unstable because ω1+ω2≈2Ωn. The fluctuation amplitudes of these frequencies have little effect on the components of the vibration frequencies of the riser. For different phase angles, the stability and dynamic behaviors of the riser would be different.
出处 《China Ocean Engineering》 SCIE EI CSCD 2019年第6期704-712,共9页 中国海洋工程(英文版)
基金 financially supported by the National Natural Science Foundation of China(Grant No.51679167 and 51979193)
关键词 marine risers parametric excitations two different frequency components STABILITY dynamic behaviors marine risers parametric excitations two different frequency components stability dynamic behaviors
  • 相关文献

参考文献2

二级参考文献15

  • 1Chandrasekaran,S,Chandak,N.R,AnupamG.Stability analysis of TLPtethers[].Ocean Engineering.2006
  • 2Chatjigeorgiou,I.K,Mavrakos,S.A.Bound and unboundedtransverse response of parametrically excitedvertical marine risers andtensioned cable legs for marine applications[].Applied Ocean Research.2002
  • 3Chatjigeorgiou,I.K,Mavrakos,S.A.Nonlinear resonances of parametrically excitedrisers-numerical andanalytic investigationforΩ=2ω1[].Computers and Structures.2005
  • 4Han,S.M,Benaroya,H.Nonlinear coupled transverse and axial vibration of a compliant structure2:forced vibration[].Journal of Sound and Vibration.2000
  • 5Kuiper,G.L,Brugmans,J,Metrikine,A.V.Destabilization of deep-water risers by a heaving platform[].Journal of Sound and Vibration.2007
  • 6Park,H.I,Jung,D-H.Afinite element methodfor dynamic analysis of longslender marine structures undercombined parametric andforcing excitations[].Ocean Engineering.2002
  • 7Patel,M.H,Park,H.I.Dynamics of tensionleg platformtethers at lowtension-part1:Mathieu stabilityat large parameters[].MarStruct.1991
  • 8Patel,M.H,Witz,J.A.Compliant Offshore Structures[]..1991
  • 9Simakhina,S.V.Stability Analysis of Hill’s equation[]..2003
  • 10Thampi,S.K,Niedzwecki,J.M.Parametric and external excitation of marine risers[].Journal of Engineering Mechanics Division ASCE.1992

共引文献7

同被引文献26

引证文献3

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