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薄平板气动导数的数值仿真技术 被引量:6

Evaluating Flutter Derivatives of the Thin Plate by Applying the Numerical Simulation Method
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摘要 提出了一种基于计算流体动力学方法计算流线型断面气动导数的数值模型.该模型以粘性不可压Navier-Stokes方程和有限体积法为基础,通过求解作强迫振动的断面绕流场,由得到的气动力时程得到断面的气动导数.利用该模型数值模拟了薄平板的气动导数,其仿真结果与薄平板气动导数风洞试验值、Theodorsen理想平板解析解的一致性,证明了本文方法的有效性.该数值方法可应用于桥梁断面颤振导数的识别. A numerical simulation model based on Computational Fluid Dynamics(UFD) was presented to evaluate the flutter derivatives of streamlined section. This numerical model, derived from viscid incompressible Navier-Stokes equations and finite volume method, aimed to scribed vibration, and obtained aerodynamic forces series, solve the flow field around section undergoing prewith the ultimate objective to extract the flutter derivatives of the section. The proposed model was applied to the thin plate, and its flutter derivatives were assessed. The results were compared with those obtained in wind tunnel tests and Theodorsen analytic solutions of the ideal flat plate, and better agreements were found, which confirmed the effectiveness of the proposed numerical method. This numerical model can be applied to identify the flutter derivatives of bridge sections.
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第5期11-15,共5页 Journal of Hunan University:Natural Sciences
基金 国家自然科学基金项目资助(50478051)湖南省自然科学基金资助项目(03JJY3084)
关键词 桥梁空气动力学 颤振导数 薄平板 数值仿真技术 bride aerodynamics flutter derivatives thin plate numerical simulation
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参考文献6

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二级参考文献14

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共引文献46

同被引文献26

  • 1祝志文,陈政清.数值模拟桥梁断面气动导数和颤振临界风速[J].中国公路学报,2004,17(3):41-45. 被引量:38
  • 2祝志文,2顾明.基于自由振动响应识别颤振导数的特征系统实现算法[J].振动与冲击,2006,25(5):28-31. 被引量:14
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  • 8SHIRAI S,UEDA T.Aerodynamic simulation by CFD on flat box girder of super-long-span suspension bridge[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91:279-290.
  • 9JEONGA U Y,KWON S D.Sequential numerical procedures for predicting flutter velocity of bridge sections[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91:291-305.
  • 10SCANLAN R H,TOMKO J J.Airfoil and bridge deck flutter derivatives[J].J Eng Mech Div ASCE,1971,97(6):1717-1737.

引证文献6

二级引证文献33

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