留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

海洋立管双模态动力学分岔分析

孙云卿 吴志强 章国齐 王远岑

孙云卿, 吴志强, 章国齐, 王远岑. 海洋立管双模态动力学分岔分析[J]. 应用数学和力学, 2020, 41(5): 480-490. doi: 10.21656/1000-0887.400257
引用本文: 孙云卿, 吴志强, 章国齐, 王远岑. 海洋立管双模态动力学分岔分析[J]. 应用数学和力学, 2020, 41(5): 480-490. doi: 10.21656/1000-0887.400257
SUN Yunqing, WU Zhiqiang, ZHANG Guoqi, WANG Yuancen. Bifurcation Analysis of Dual-Mode Dynamics for Marine Risers[J]. Applied Mathematics and Mechanics, 2020, 41(5): 480-490. doi: 10.21656/1000-0887.400257
Citation: SUN Yunqing, WU Zhiqiang, ZHANG Guoqi, WANG Yuancen. Bifurcation Analysis of Dual-Mode Dynamics for Marine Risers[J]. Applied Mathematics and Mechanics, 2020, 41(5): 480-490. doi: 10.21656/1000-0887.400257

海洋立管双模态动力学分岔分析

doi: 10.21656/1000-0887.400257
基金项目: 国家重点基础研究发展计划(973计划)(2014CB046805);国家自然科学基金(11672349;11372211)
详细信息
    作者简介:

    孙云卿(1994―),女,硕士(E-mail: yqing_sun@163.com);吴志强(1968―),男,教授,博士,博士生导师(通讯作者. E-mail: zhiqwu@tju.edu.cn).

  • 中图分类号: P756|TE95

Bifurcation Analysis of Dual-Mode Dynamics for Marine Risers

Funds: The National Basic Research Program of China (973 Program)(2014CB046805);The National Natural Science Foundation of China(11672349;11372211)
  • 摘要: 为研究剪切流作用下顶张力立管的涡激振动响应规律,将立管简化为Euler-Bernoulli梁模型,用van der Pol尾流振子描述流体的作用,建立了立管涡激振动的非线性动力学模型.基于二阶Galerkin模态离散所得常微分方程组,采用谐波平衡法、Poincaré映射方法和Lyapunov指数法分析系统响应特点.研究结果表明:随着流速的增加,系统响应在周期运动和概周期运动间多次转换,其中周期解区域对应系统的涡激共振区;谐波平衡法结果能够较准确地预测涡激共振区周期解的振幅和频率,以及非涡激共振区概周期解的主要频率成分.
  • [1] 冯钰钦, 艾志久, 艾雨. 考虑流体升力作用的海洋钻井隔水管变形特性分析[J]. 应用数学和力学, 2016,37(1): 48-59.(FENG Yuqin, AI Zhijiu, AI Yu. Analysis on deformation properties of marine risers under fluid lift forces[J]. Applied Mathematics and Mechanics,2016,37(1): 48-59.(in Chinese))
    [2] CHAPLIN J R, BEARMAN P W, HUARTE F J H, et al. Laboratory measurements of vortex-induced vibrations of a vertical tension riser in a stepped current[J]. Journal of Fluids and Structures,2005,21(1): 3-24.
    [3] LIE 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.
    [4] SONG J N, LU L, TENG B, et al. Laboratory tests of vortex-induced vibrations of a long flexible riser pipe subjected to uniform flow[J]. Ocean Engineering,2011,38(11/12): 1308-1322.
    [5] HUANG Z, DENG Z, LIU D, et al. Numerical simulation for VIV of a long flexible cylinder in the time domain[J]. Ships and Offshore Structures,2018,13(1): 214-227.
    [6] WILLDEN R H J, GRAHAM J M R. Multi-modal vortex-induced vibrations of a vertical riser pipe subject to a uniform current profile[J]. European Journal of Mechanics,2004,23(1): 209-218.
    [7] FU B, ZOU L, WAN D. Numerical study on the effect of current profiles on vortex-induced vibrations in a top-tension riser[J]. Journal of Marine Science and Application,2017,16(4): 473-479.
    [8] LI Y, GUO S, CHEN W. Analysis on multi-frequency vortex-induced vibration and mode competition of flexible deep-ocean riser in sheared fluid fields[J]. Journal of Petroleum Science & Engineering,2018,163: 378-386.
    [9] 万德成, 端木玉. 深海细长柔性立管涡激振动数值分析方法研究进展[J]. 力学季刊, 2017,38(2): 179-196.(WAN Decheng, DUANMU Yu. A recent review of numerical studies on vortex-induced vibrations of long slender flexible risers in deep sea[J]. Chinese Quarterly of Mechanics,2017,38(2): 179-196.(in Chinese))
    [10] 〖JP2〗PADOUSSIS M P, PRICE S J, LANGRE E. Fluid-Structure Interactions: Cross-Flow-Induced Instabilities [M]. New York: Cambridge University Press, 2010.
    [11] BIRKHOFF G, ZARANTONELLO E H. Jets, Wakes and Cavities [M]. New York: Academic Press, 1957.
    [12] BISHOP R E D, HASSAN A Y. The lift and drag forces on a circular cylinder oscillating in a flowing fluid[J]. Proceedings of the Royal Society of London,1964,277(1368): 51-75.
    [13] SRINIL N, ZANGANEH H. Modelling of coupled cross-flow/in-line vortex-induced vibrations using double Duffing and van der Pol oscillators[J]. Ocean Engineering,2012,53: 83-97.
    [14] PAVLOVSKAIA E, KEBER M, POSTNIKOV A, et al. Multi-modes approach to modelling of vortex-induced vibration[J]. International Journal of Non-Linear Mechanics,2016,80: 40-51.
    [15] SRINIL N. Multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures with geometric nonlinearities[J]. Journal of Fluids and Structures,2010,26(7/8): 1098-1122.
    [16] MENG S, ZHANG X Q, CHE C D, et al. Cross-flow vortex-induced vibration of a flexible riser transporting an internal flow from subcritical to supercritical[J]. Ocean Engineering,2017,139: 74-84.
    [17] HE F, DAI H, HUANG Z, et al. Nonlinear dynamics of a fluid-conveying pipe under the combined action of cross-flow and top-end excitations[J]. Applied Ocean Research,2017,62: 199-209.
    [18] WANG Y C, WU Z Q, ZHANG X Y. Vortex-induced vibration response bifurcation analysis of top-tensioned riser based on the model of variable lift coefficient[J]. Mathematical Problems in Engineering, 2018,2018: 6491517. DOI: 10.1155/2018/6491517.
    [19] 唐友刚, 朱龙欢, 李杨青. 深海顶张式立管组合参激共振的非线性振动分析[J]. 天津大学学报, 2015,48(9): 811-816.(TANG Yougang, ZHU Longhuan, LI Yangqing. Nonlinear vibration analysis of combination parametric resonance for TTRs in deep water[J]. Journal of Tianjin University,2015,48(9): 811-816.(in Chinese))
    [20] WANG L. Flutter instability of supported pipes conveying fluid subjected to distributed follower forces[J]. Acta Mechanica Solida Sinica,2012,25(1): 46-52.
    [21] 唐友刚, 邵卫东, 张杰. 深海顶张力立管参激-涡激耦合振动响应分析[J]. 工程力学, 2013,30(5): 282-286.(TANG Yougang, SHAO Weidong, ZHANG Jie. Dynamic response analysis for coupled parametric vibration and vortex-induced vibration of top-tensioned riser in deep-sea[J]. Engineering Mechanics,2013,30(5): 282-286.(in Chinese))
    [22] VIOLETTE R, LANGRE E D, SZYDLOWSKI J. Computation of vortex-induced vibrations of long structures using a wake oscillator model:comparison with DNS and experiments[J]. Computers & Structures,2007,85(11): 1134-1141.
  • 加载中
计量
  • 文章访问数:  1632
  • HTML全文浏览量:  308
  • PDF下载量:  322
  • 被引次数: 0
出版历程
  • 收稿日期:  2019-09-02
  • 修回日期:  2019-10-24
  • 刊出日期:  2020-05-01

目录

    /

    返回文章
    返回