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自锚式悬索桥加劲梁颤振特性的CFD研究
  • ISSN号:1000-2472
  • 期刊名称:湖南大学学报(自然科学版)
  • 时间:0
  • 页码:277-283
  • 语言:中文
  • 分类:TU328[建筑科学—结构工程]
  • 作者机构:[1]湖南大学风工程试验研究中心,湖南长沙410082, [2]同济大学土木工程防灾国家重点实验室,上海200092
  • 相关基金:国家自然科学基金资助项目(50678067);湖南省自然科学基金资助项目(03JJY3(5067806703JJY3084);中国博士后研究基金(2005038452)和上海市博士后基金(06R214148)联合资助项目
  • 相关项目:基于CFD离散时间气动模型的桥梁颤振稳定性研究
中文摘要:

采用任意拉格朗日-欧拉描述法、二阶Projection格式和有限体积空间离散方法,求解运动刚性桥梁断面绕流场得到气动力,由CFD(Computational Fluid Dynamics)输入和输出通过系统识别得到颤振导数.应用该方法进行了长沙湘江三汊矶自锚式悬索桥加劲梁颤振导数的识别,得到的颤振导数与节段模型风洞试验结果的一致性,证明了本文方法的正确性.

英文摘要:

Based on arbitrary Lagrangian-Eulerian description combined with a second-order Projection scheme and finite volume discretization, this paper presents a CFD method to evaluate the fluid field around the bridge deck to obtain aerodynamic forces, followed by identifying the flutter derivatives through system identification. The proposed method has been applied to identify the flutter derivatives of the stiffening girder of the Sanchaji Bridge. The flutter derivatives obtained are compared with those obtained from sectional model wind tunnel test, and reasonable agreements between them have proved the effectiveness of present method.

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