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高架栈桥断面气动导数的数值识别

Numerical simulations for aerodynamic derivatives of trestle bridge deck

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【作者】 尹洪波孙芦忠李霞柯结伟

【Author】 YIN Hong-bo,SUN Lu-zhong,LI Xia,KE Jie-wei (Engineering Institute of Corps of Engineers,PLA Univ.of Sci.&Tech.,Nanjing 210007,China)

【机构】 解放军理工大学工程兵工程学院

【摘要】 为了缩短高架栈桥的设计周期并降低成本,采用CFD技术计算桥梁的气动导数。应用CFD方法研究了某型高架栈桥断面绕流场,用强迫振动法结合动网格生成技术识别了栈桥断面的气动导数。各折算风速下的高架栈桥气动导数计算值与Theodorsen理论值大小相近,变化趋势相似,在苏通大桥断面的气动导数计算中,本方法也取得了较好的效果。结果表明,使用强迫振动法结合动网格技术识别高架栈桥气动导数是可行的,为该型栈桥设计时考虑风载的影响提供了一种新的方法,可作为风洞试验的一种有力的辅助工具。

【Abstract】 In order to shorten the designing time and the lower the testing cost,Computational Fluid Dynamics technique was used to analyze the attribution of wind field around the trestle bridge.Aerodynamic derivatives of the trestle bridge deck were identified by using the forced-vibration method and the moving-mesh technology.Under different converted wind speeds,aerodynamic derivative values of the elevated trestle from calculation and from Theodorsen theory,which are close to each other,have similar change trends.This approach gains good effect in the calculation of aerodynamic derivatives on the section of Sotong Bridge.The results indicate that it is feasible to identify aerodynamic derivatives of the trestle bridge with CFD method,which is a highly efficient way to design the trestle bridge considering wind attribution and can be used as a powerful tool for wind tunnel test.

【基金】 国家自然科学基金资助项目(10772197,50779072);国家科技支撑计划课题资助项目(2006BAC14B02)
  • 【文献出处】 解放军理工大学学报(自然科学版) ,Journal of PLA University of Science and Technology(Natural Science Edition) , 编辑部邮箱 ,2009年01期
  • 【分类号】U441.3
  • 【被引频次】2
  • 【下载频次】81
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