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中国科学院大学学报 ›› 2007, Vol. 24 ›› Issue (3): 351-356.DOI: 10.7523/j.issn.2095-6134.2007.3.013

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水中悬浮隧道锚索在剪切流中的涡激响应

葛 斐 惠 磊 洪友士   

  1. 中国科学院力学研究所非线性力学国家重点实验室,北京 100080
  • 收稿日期:1900-01-01 修回日期:1900-01-01 发布日期:2007-05-15

Vortex-induced vibration of submerged floating tunnel tethers in shear current

GE Fei, HUI Lei, HONG You-Shi   

  1. State Key Lab. of Nonlinear Mechanics, Institute of Mechanics, CAS, Beijing, 100080, China
  • Received:1900-01-01 Revised:1900-01-01 Published:2007-05-15

摘要: 以Iwan改进的尾流振子模型为基础,给出了剪切流中水中悬浮隧道锚索横向涡激振动的工程分析方法,分析了悬浮隧道重浮比以及剪切流特性对锚索涡激响应的影响。计算结果表明,悬浮隧道重浮比的改变,使锚索各阶模态的频锁区域分布发生变化,从而改变了结构的涡激振动响应;剪切流陡度参数的增大会使锚索涡激响应的幅值减小,若使用均匀流场代替剪切流场计算悬浮隧道锚索的涡激振动,会过高估计其响应幅值。

关键词: 水中悬浮隧道, 涡激响应, 尾流振子模型, 锚索, 阿基米德桥

Abstract:

The engineering analysis method for vortex-induced transverse vibration of submerged floating tunnel (SFT) tether is presented, based on the modified wake oscillator model. The effects of specific gravity ratio and shear current character on vortex-induced vibration of tether are investigated. The calculated results show that the distribution of lock-in regions and the vortex-induced vibration of tether vary with the specific gravity ratio of SFT. The increase of shear parameter makes the amplitude of vortex-induced vibration decrease. Furthermore, if shear current is replaced by uniform current to calculate the vortex-induced vibration of tether, its response amplitude may be overestimated.

Key words: submerged floating tunnel, vortex-induced vibration, wake oscillator model, tether, Archimedes bridge

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