基于ANSYS的主塔施工阶段静风受力分析
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Static Wind Load Analysis of Constructed Tower Based on ANSYS
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    摘要:

    帆型桥体造型优美,倒映在水中的桥影恰似一艘帆船,给人以简约大方,迎风前行的感觉。某斜拉桥在横向桥采用单柱式塔型,纵桥向采用了帆型桥塔,主塔迎风面积较大,风对帆型结构产生的侧向推力也较大,有必要对桥塔施工过程进行抗风分析。为验算某斜拉主塔施工过程中,桥塔抗风是否符合安全要求,本文利用有限元程序ANSYS对其中三个工况进行分析计算。在模型中设置横撑和拉杆,对比有无横撑和拉杆对桥塔的影响,为工程施工提供参考依据。验算不均匀风速对帆型桥塔的影响,为结构设计提供参考依据。

    Abstract:

    A cable state bridge adopted the single column tower mould in the transverse and sail mould in the vertical for aesthetic. However the wind resistant areas were larger than other Tower mould, it is necessary to analysis the wind resistance during construction. In order to check the security of tower, ANSYS is adopted to simulate the three load cases of construction. Solid elements were used to simulate the lower and middle concrete pylon columns, and shell elements were adopted to simulate the upper steel pylon column. The result indicated that the tower is safe in every load case, and it provides reference for construction. Calculated the influences of non-uniformity distribution of the wind speed along the height of the sails bridge pylon shafts, provides reference for structure design.

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罗霞,颜全胜. 基于ANSYS的主塔施工阶段静风受力分析[J]. 科学技术与工程, 2011, (20): .
LuoXia, YAN QUAN SHENG. Static Wind Load Analysis of Constructed Tower Based on ANSYS[J]. Science Technology and Engineering,2011,(20).

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  • 收稿日期:2011-04-01
  • 最后修改日期:2011-04-13
  • 录用日期:2011-04-07
  • 在线发布日期: 2011-05-27
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