考虑雷诺相似的串联双立管涡激振动模拟研究
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  • 英文篇名:Study on Vortex-Induced Vibration of Two Tandem Risers based on Reynolds' Similar Criterion
  • 作者:蔡足铭 ; 魏东泽 ; 白兴兰
  • 英文作者:CAI Zu-ming;WEI Dong-ze;BAI Xing-lan;School of Port and Transportation Engineering of Zhejiang Ocean University;
  • 关键词:串联立管 ; 相似准则 ; 立管间距 ; 受力系数 ; 响应振幅 ; 涡街发放
  • 英文关键词:tandem riser;;similarity criterion;;riser spacing;;force coefficient;;response amplitude;;vortex shedding
  • 中文刊名:REEF
  • 英文刊名:Journal of Zhejiang Ocean University(Natural Science)
  • 机构:浙江海洋大学港航与交通运输工程学院;
  • 出版日期:2019-03-15
  • 出版单位:浙江海洋大学学报(自然科学版)
  • 年:2019
  • 期:v.38;No.144
  • 基金:浙江省公益技术研究计划项目(LGF18E090008)
  • 语种:中文;
  • 页:REEF201902010
  • 页数:6
  • CN:02
  • ISSN:33-1404/P
  • 分类号:57-62
摘要
针对物理模型试验的缺点提出一种同时满足重力相似准则和雷诺相似准则的模拟方法。基于此方法采用ANSYS/CFX对不同间距的串联双立管进行了圆柱绕流和涡激振动模拟研究,并从受力系数、涡街发放等角度对模拟结果加以分析。结果表明:在整个间距范围内,下游立管所受涡激升力、脉动拖曳力系数以及响应振幅均明显大于上游立管。当间距为6~12倍管径时,上下游立管两向受力系数及响应振幅比其他间距情况大了约一个数量级;当间距为12倍管径时,两立管的受力系数和响应振幅均最大。当间距小于等于4倍管径时,两立管间无明显涡街产生,下游立管后方涡街以2S模式发放;间距大于等于6倍管径时,上游立管后方涡街以2S模式发放,下游立管后方涡街为2P模式发放;总的来说,在雷诺数1.35×105工况下,以圆柱绕流模拟来代替涡激振动所得结果差距不大,以此作为工程设计依据是安全可靠的。
        Aiming at the shortcomings of the physical model test, a simulation method was proposed. This method satisfied both the gravity similarity criterion and the Reynolds similarity criterion. Based on this method, the circular flow and vortex induced vibration of the tandem risers with different distances were simulated by ANSYS/CFX, and the simulation results were discussed from many different angles such as force coefficient and vortex distribution. The results showed that when the spacing was 6 ~12 times the diameter of the riser, the two direction force coefficient and the response amplitude of the upstream and downstream risers were about one order of magnitude larger than the other spacing. In the whole spacing range, the two direction force coefficient and response amplitude of the downstream riser were obviously larger than that of the upstream riser. The force coefficient and the response amplitude of the two risers reached the maximum when the spacing was 12 times the diameters of the riser. When the spacing was less than 4 times the diameter of the riser,no vortex shedding of the two risers could be observed obviously,and the vortex shedding of the down-stream riser's behind was distributed in 2 S mode. When the spacing was more than or equal 6 times the diameter of the riser, the vortex shedding of the upstream riser's behind was distributed in 2 S mode, and the vortex shedding of the downstream riser's behind was 2 P model. In general,It was a safe and reliable design basis to replace Vortex induced vibration with a circular flow simulation in a Reynolds number of 1.35×105 conditions.
引文
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