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双层桥面钢桁梁静风系数数值研究
引用本文:金挺.双层桥面钢桁梁静风系数数值研究[J].城市道桥与防洪,2012(7):328-330,27.
作者姓名:金挺
作者单位:上海市政工程设计研究总院集团有限公司,上海,200092
摘    要:该文利用通用有限元程序ANSYS对双层桥面钢桁梁的二维流场进行数值模拟,得到流场中双层桥面钢桁梁表面的压力与速度分布,对表面压力进行积分,可得到静风三分力系数,验证了用CFD方法实现桥梁断面二维流场风洞数值模拟的可行性。

关 键 词:双层桥面  CFD方法  静风系数

Numerical Study on Static Wind Coefficient of Double-floor Deck Steel-truss Girder
Jin Ting.Numerical Study on Static Wind Coefficient of Double-floor Deck Steel-truss Girder[J].Urban Roads Bridges & Flood Control,2012(7):328-330,27.
Authors:Jin Ting
Abstract:The article numerically simulates the two-dimensional flow field of the double-floor deck steel-truss girder by using the current finite element program ANSYS, gives the surface pressure and speed distributions of the double-floor deck steel-truss girder in the flow field. The integration of surface pressure can achieve the static wind three-component coefficient. The article validates the feasibility to realize the wind tunnel numerical simulation of the sectional two-dimensional flow field of bridge by CFD method.
Keywords:double-floor deck  CFD method  static wind coefficient
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