期刊文献+

3个附属控制杆对立管水动力影响的CFD模拟

CFD Simulation of Suppression of Vortex-induced Vibration of Marine Risers by Three Control Rods
下载PDF
导出
摘要 针对3个附属控制杆对深海立管的水动力影响问题,应用CFD大涡模拟方法模拟得到Re=1×105时附属控制杆在来流角α、直径比d/D和间距比G/D的不同参数组合下,升力、阻力和斯特劳哈尔数的变化规律以及立管绕流近壁区的流动特征。研究结果表明,附属杆的存在会干扰立管后方流场,引起尾流结构和涡脱落模式的改变,从而造成流体升力、阻力的变化。随着来流角α的增大,α在30°~60°时抑制效果较好,顺流向的阻力和横流向的升力均大幅减小;间距比G/D取0.2~0.3时附属控制管的布置方式对立管所受交变力的抑制效果最为明显。 A study on the mechanism of the three small-diameter control rods on the vortex induced vibration of marine riser was carried out by using the CFD technique through Large Eddy Simulation( LES). The variations of lift coefficient,drag coefficient and Strouhal number with combination of different parameters of angle of attack α,rod and cylinder diameter ratio d/D,rod-to-cylinder spacing ratio G/D and flow characteristics of the flow around cylinder in the near wall region were investigated at Re = 1 × 105. Research results showed that the presence of control rods will interfere with the flow field behind the riser,lead to the change of wake structure and vortex shedding mode. With the increase of the angle of attack α,α at 30° to 60° has shown better performance in VIV suppression. Both the drag in flow direction and the transverse in cross flow direction significantly reduced. When the rod-to-cylinder spacing ratio G/D ranges from 0. 2 to 0. 3,the arrangement mode of the control rods has the best performance in VIV suppression.
作者 吴延泽 WU Yan-ze(SINOPEC International Petroleum Service Corporation,Beijing 100020,China)
出处 《船海工程》 北大核心 2018年第3期182-185,共4页 Ship & Ocean Engineering
基金 国家自然科学基金(51474073)
关键词 立管 控制杆 阻力系数 升力系数 斯特劳哈尔数 CFD risers control rod drag coefficient lift coefficient Strouhal number CFD
  • 相关文献

参考文献6

二级参考文献32

  • 1BENASSAI G,CAMPANILE A.A prediction technique for the transverse vortex-induced oscillations of tensioned risers[J].Ocean Engineering,2002,29:1805-1825. 被引量:1
  • 2SAKDIRAT K,JULAPOT C,SOMCHAI C.Nonlinear free vibrations of marine riser/pipes transporting fluid[J].Ocean Engineering,2005,32:417-440. 被引量:1
  • 3GABBAI R D,BENAROYA H.An overview of modeling and experiments of vortex-induced vibration of circular cylinders[J].Journal of Sound and Vibration,2005,282:575-616. 被引量:1
  • 4ASSI G R S,BEARMAN P W,KITNEY N. Suppres-sion of wake-induced vibration of tandem cylinders with free-to-rotate control plates[J].{H}Journal of Fluids and Structures,2010.1045-1057. 被引量:1
  • 5SHAN HUANG. VIV suppression of a two-degree-of-freedom circular cylinder and drag reduction of a fixed circular cylinder by the use of helical grooves[J].Jour-nal of Fluids and Structures,2011.1124-1133. 被引量:1
  • 6SARWAR M W,ISHIHARA T. Numerical study on suppression of vortex-induced vibrations of box girder bridge section by aerodynamic countermeasures[J].Journal of Wind Engineering and Industrial Aerodynam-ics,2010.701-711. 被引量:1
  • 7BAEK H,KARNIADAKIS G E. Suppressing vortex-in-duced vibrations via passive means[J].Journal of Flu-ids and Structures,2009.848-866. 被引量:1
  • 8SKOP R A,BALASUBRAMANIAN S. A new twist on an old model for vortex-excited vibrations[J].{H}Journal of Fluids and Structures,1997.395-412. 被引量:1
  • 9Trim A D,Braaten H,Lie H,et al.Experimental investigation ofvortex-induced vibration of long marine risers[].Journal of Fluidsand Structures.2005 被引量:1
  • 10Sarpkaya T.A critical review of the intrinsic nature of vortex-induced vibrations[].Journal of Fluids and Structures.2004 被引量:1

共引文献48

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