沙 勇, 王永学, 王国玉, 李广伟, 陈智杰. 悬跨海底管线涡激振动试验研究[J]. 工程力学, 2009, 26(7): 222-226.
引用本文: 沙 勇, 王永学, 王国玉, 李广伟, 陈智杰. 悬跨海底管线涡激振动试验研究[J]. 工程力学, 2009, 26(7): 222-226.
SHA Yong, WANG Yong-xue, WANG Guo-yu, LI Guang-wei, CHEN Zhi-jie. EXPERIMENTAL STUDY ON VORTEX INDUCED VIBRATION OF SUSPENDED SUBMARINE PIPELINE[J]. Engineering Mechanics, 2009, 26(7): 222-226.
Citation: SHA Yong, WANG Yong-xue, WANG Guo-yu, LI Guang-wei, CHEN Zhi-jie. EXPERIMENTAL STUDY ON VORTEX INDUCED VIBRATION OF SUSPENDED SUBMARINE PIPELINE[J]. Engineering Mechanics, 2009, 26(7): 222-226.

悬跨海底管线涡激振动试验研究

EXPERIMENTAL STUDY ON VORTEX INDUCED VIBRATION OF SUSPENDED SUBMARINE PIPELINE

  • 摘要: 基于水弹性相似关系,对海底管线服役期间常见悬跨高度和水流环境条件下,悬跨弹性海底管线涡激振动进行试验研究,采用粘贴于管线内壁的应变片测量振动过程中的应变。通过试验结果分析发现:在Vr<3.0情况下,悬跨管线涡激振动强度随折减速度Vr的增加而增加,Vr处于2.0附近时,悬跨管线涡激振动强度的增加较大,悬跨管线涡激振动强度不随相对悬跨高度e/D单调变化;当相对悬跨高度e/D>0.4时,管线主要以涡旋释放频率支配振动,此时相对悬跨高度e/D对悬跨管线振动支配频率影响不大,在相对悬跨高度e/D=0.4时,悬跨管线主要以其自身固有频率支配进行振动。另外,在相对悬跨高度e/D>0.4时,通过管线振动支配频率计算涡旋释放频率的斯特劳哈尔数St,计算所得St数均在0.18附近。

     

    Abstract: Based on the requirements of the hydroelastic similitude criteria, experiments have been conducted on the vortex induced vibration of flexible suspended submarine pipelines with common flow velocities and suspended span heights of in-service submarine pipelines. The strain was measured by strain gauges bonded on the inner surface of the pipeline. The result of Vr <3.0 reveals that the vortex induced vibration of flexible suspended pipelines increases with the increasing of a reduced velocity, Vr, for all experimental gap-diameter ratios, and the vortex induced vibration of flexible suspended pipelines has a rapid reinforcement when the reduced velocity, Vr, is near 2.0. And the vortex induced vibration of flexible suspended pipelines does not vary with the relative span height, e/D, monotonously. The vibration of suspended pipeline is dominated by a vortex shedding frequency and is not affected by the relative span height, when relative span heights are greater than 0.4. And the vibration of suspended pipeline is dominated by the pipeline natural frequency at which the relative span height equals 0.4. Moreover, Strouhal number is near 0.18, calculated by using the dominant frequency of vibration at which the relative span heights is greater than 0.4.

     

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