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薄平板气动导数的数值计算 被引量:1

Numerical Assessment of AerodynamicDerivatives of Thin Flat Plate
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摘要 用基于一般曲线坐标系和交错网格的差分法求解原始变量二维不可压粘性流体的N-S方程,计算了宽高比为22.5、两端圆滑的薄平板的气动导数.将薄平板当作刚性物体,首先分别计算物体做竖向强迫振动和扭转强迫振动的气动力,雷诺数取为105,物体运动和气流的耦合作用用动网格法考虑,N-S方程用二阶投影法和多重网格法求解.然后用最小二乘法确定Simiu和Scanlan给出的气动力表达式中的8个气动导数. Numerical assessment of aerodynamic derivatives of a thin flat plate is conducted by solving two-dimensional initial variable incompressible Navier-Stokes equations in general curvilinear coordinates and staggered mesh with finite difference method. Aerodynamic forces on the heaving or torsional oscillated rigid plate are computed with Reynolds number of 10 5. Vibration of the body is accounted by the moving mesh method. The second-order project method coupled with multigrid technique is used to solve N-S equations. Aerodynamic derivatives in Simiu and Scanlan's formulation of aerodynamic forces are calculated using the least square method. The most aerodynamic derivatives of the thin flat plate obtained with present method agree quite well with both Theodorsen's theoretical results and wind tunnel testing results.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 1999年第2期131-135,共5页 Journal of Tongji University:Natural Science
基金 国家自然科学基金
关键词 薄平板 气动导数 动网格法 交错网格 桥梁 Thin flat plate Aerodynamic derivatives Moving mesh method Staggered mesh
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参考文献3

  • 1张若雪,学位论文,1997年
  • 2刘超群,多重网格法及其在计算流体力学中的应用,1995年
  • 3Zhang Linbo,J Comput Phys,1994年,113卷,26页

同被引文献9

  • 1Walther J H, Larsen A. Two dimensional discrete vortex method for application to bluff body aerodynamics [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 67 - 68 : 183 - 193.
  • 2Larsen A, Walther J H. Aeroelastic analysis of bridge girder sections based on discrete vortex simulations [ J ]. Joumal of Wind Engineering and Industrial Aerodynamics, 1997, 67 - 68 : 253 - 265.
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  • 4Vairo G. A numerical model for wind loads simulation on long-span bridges [ J ]. Simulation Modelling Practice and Theory, 2003, 11(5-6): 315-351.
  • 5Selvam R P, Govindaswamy S, Bosch H. Aeroelastic analysis of bridges using FEM and moving grids [ J ]. Wind and Structures, 2002, 5 (2 - 4) : 257 - 266.
  • 6Frandsen J B. Numerical bridge deck studies using finite elements. Part I: flutter [ J ]. Journal of Fluids and Structures, 2004, 19:171-191.
  • 7Braun A L, Awrueh A M. Finite element simulation of the wind action over bridge sectional models: application to the guama river bridge [ J ]. Finite Elements in Analysis and Design, 2008, 44 : 105 - 122.
  • 8祝志文,陈政清,陈伟芳.用动网格法计算理想平板的颤振导数[J].国防科技大学学报,2002,24(3):13-17. 被引量:8
  • 9周志勇,陈艾荣,项海帆.涡方法用于桥梁断面气动导数和颤振临界风速的数值计算[J].振动工程学报,2002,15(3):327-331. 被引量:23

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