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圆柱形桥墩附近三维流场分析研究
引用本文:王庆珍,李田生,官盛飞.圆柱形桥墩附近三维流场分析研究[J].公路交通技术,2008(2):47-51.
作者姓名:王庆珍  李田生  官盛飞
作者单位:1. 重庆市公路局,重庆,401147
2. 重庆交通旅游投资集团有限公司,重庆,401147
3. 同济大学,上海,200092
摘    要:桥梁墩台抗水毁能力的评价首先必须明确设施的结构模型和受力模型,在此基础上通过各种方法分析各类设施的抗水毁能力。应用大型流场分析软件FLUENT,耦合求解对桥墩附近三维流场进行合理模拟,得出剪应力的分布特征,为河床冲刷分析和合理防护措施的制定奠定基础。

关 键 词:桥墩  三维  流场
文章编号:1009-6477(2008)02-0047-05
修稿时间:2007年8月27日

Analysis of Three Dimensional Stream Fields Around Columnar Piers
WANG Qingzhen,LI Tiansheng,GUAN Shengfei.Analysis of Three Dimensional Stream Fields Around Columnar Piers[J].Technology of Highway and Transport,2008(2):47-51.
Authors:WANG Qingzhen  LI Tiansheng  GUAN Shengfei
Institution:WANG Qingzhen , LI Tiansheng, GUAN Shengfei
Abstract:To evaluate the capability of piers and abutments against damage by water,first of all the structural model and force model of facilities must be clear and based on which various methods are incorporated to analyze the capability of all facilities against damage by water.In this paper,a large-scale stream field analysis software FLUENT and a coupling solution are applied to reasonably simulate three-dimensional stream fields around piers,as a result the distribution features of shearing stress are obtained,laying a foundation for analyzing river-bed scouring and establishing rational preventive measures.
Keywords:pier  three dimensional  flow field
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