摘要
采用计算流体动力学软件CFX 5 .5对带固定人工水线拉索的绕流进行数值模拟 .选取 2种人工水线 ,计算了零倾角零风攻角时带固定人工水线拉索的阻力系数、升力系数、表面平均压力系数、固定人工水线上的气动力等 ,并与试验结果进行比较 .计算表明 。
An numerical simulation for flow around a stayed cable with upper and lower artificial rivulets is carried out using CFX5.5.The inclined and yaw angle of stayed cable are both assumed to be zero.The pressure and force coefficients acting on the cable and on the upper rivulet are obtained and then compared with the experimental results from other literatures.The simulation shows that there is a sudden reduction of the mean pressure coefficient on the cable.Moreover,aerodynamic forces on the rivulet are obtained.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2004年第10期1334-1338,共5页
Journal of Tongji University:Natural Science
基金
国家自然科学基金资助项目 ( 5 0 1780 49)
教育部高等学校骨干教师计划资助项目
关键词
斜拉桥拉索
人工水线
数值模拟
阻力系数
升力系数
压力系数
cable of cable-stayed bridge
artificial rivulet
numerical simulation
drag coefficient
lift coefficient
pressure coefficient
