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典型钝体断面颤振时压力分布特性

The Pressure Distribution Characteristics of Typical Bluff-section
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摘要 本论文通过对典型钝体断面模型颤振和固定时以及加稳定板模型颤振时进行表面压力分布测试。首先分析典型钝体断面模型颤振时表面各部分压力波动特性,然后运用本征正交分解(POD)方法分析典型钝体断面模型颤振时表面压力分布特性,最后将原断面模型颤振时压力分布和固定时压力分布进行对比分析。 Typical bluff-section model pressure distributions are measured in the condition of fixed model as well as fluttering model with and without stabilizer in this paper. Firstly, surface pressure fluctuation characteristics of the bluff-section model during flutter are analyzed. Then, surface pressure distribution characteristics are analyzed based on proper orthogonal decomposition (POD). In the end, pressure distributions are compared between fixed model and fluttering model.
机构地区 同济大学桥梁系
出处 《科技视界》 2012年第20期76-78,共3页 Science & Technology Vision
关键词 压力分布 POD分析 本征模态 稳定板 Pressure distribution Bluff-section POD analysis Intrinsic mode
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参考文献8

  • 1项海帆.现代桥梁抗风理论与实践[M]北京:人民交通出版社,2005.
  • 2杨咏晰.桥梁颤振机理研究及其应用[D]上海:同济大学,1998.
  • 3张伟,葛耀君.H形断面桥梁风致振动的流场机理[J].土木工程学报,2009,42(5):90-95. 被引量:6
  • 4Allan Larsen. Aerodynamics of the Tamoca Narrows Bridge-60 years later[J].Structural Engineering International,2000,(04).
  • 5Green,D,W.G.Unruh. The failure of the Tacoma Bridge:a physical model[J].American Journal of Physics,2006,(08).doi:10.1119/1.2201854.
  • 6Bienkiewicz B,Tamura Y,Ham H J,Ueda H,HibiK. Proper orthogonal decomposition and reconstruction of multi-channel roof pressure[J].Journal of Wind Engineering and Industrial Aerodynamics,1995.369-381.
  • 7Armitt J. Eigenvector analysis of pressure fluctuations on the West Burton instrumented cooling tower[Internal Report RD/L/N 114/68][R].Central Electricity Research Laboratories (U K),1968.
  • 8周志勇,杨立坤,葛耀君.弹性悬挂弯扭耦合颤振模型表面压力分布的时空特性及颤振机理分析[J].空气动力学学报,2011,29(5):619-627. 被引量:6

二级参考文献21

  • 1罗飞,杨文平,姚永龙.斜拉桥钢箱梁涡振性能风洞试验研究[J].四川建筑,2005,25(1):90-91. 被引量:4
  • 2倪振华,江棹荣,谢壮宁.本征正交分解技术及其在预测屋盖风压场中的应用[J].振动工程学报,2007,20(1):1-8. 被引量:15
  • 3Konstantinidis E, Balabani S, Yianneskis M. Conditional averaging of PIV plane wake data using a cross-correlation approach [ J ]. Experiments in Fluids, 2005, 39 ( 1 ) : 38-47
  • 4Perrin R, et al. Phase-averaged measurements of the turbulence properties in the near wake of a circular cylinder at high Reynolds number by 2C-PIV and 3C-PIV [J]. Experiments in Fluids, 2007, 42( 1 ) : 93-109
  • 5Reynolds W, Hussain A. The mechanics of an organized wave in turbulent shear flow. Part3: Theoretical models and comparisons with experiments [ J ]. Journal of Fluid Mechanics, 1972, 54 : 263-288
  • 6Wlezien R, Way J. Techniques for the experimental investigation of the near wake of a circular cylinder [ J ]. AIAA Journal, 1979, 17:563-570
  • 7Cantwell B J, Coles D. An experimental study of entrainment and transport in the turbulent near wake of a circular cylinder [J]. Journal of Fluid Mechanics, 1983, 136:321-374
  • 8Larsen A. Aerodynamics of the Tacoma Narrows Bridge : 60 years later [ J ]. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2000, 10(4) : 243-248
  • 9Green D, Unruh W G. The failure of the Tacoma Bridge : a physical model [ J ]. American Journal of Physics, 2006, 74(8) : 706-716
  • 10Adrian R J. Twenty years of particle image velocimetry [J]. Experiments in Fluids, 2005, 39(2) : 159-169

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