期刊文献+

螺旋线参数对斜拉索气动性能影响的试验研究 被引量:5

Test for aerodynamic performance of inclined cables with different spiral parameters
下载PDF
导出
摘要 给斜拉索缠绕螺旋线抑制风雨振的方式,改变了拉索的表面形态,必然会影响拉索的气动性能。在前人对风雨振机理研究的基础上,设计制作三维拉索节段模型,在长安大学风洞中利用皮托管、电子压力扫描阀、数据转换采集系统及自编程序进行了二维流场下螺旋线参数对斜拉索气动性能的影响研究。结果表明:在拉索节段模型自由端2cm处放置端板可以很好的模拟二维流场;斜拉索表面的平均风压分布形态不随螺旋线参数的变化而变化,风压停驻点、上下气流分离点位置不受螺旋线参数的影响,螺旋线附近测点的风压有不规则突变;风阻系数随螺高减小、螺距增大而减小。 The aerodynamic performance of cables with helix is different from that of smooth cables. Based on the former study on rain-wind-induced vibration of cables, the aerodynamic performance of inclined cables with different helix parameters in a wind tunnel of Chang'an University was investigated using pilot tube, electronic pressure scanning valve, and data conversion and collection systems. It was concluded that ( 1 ) putting a plate 2cm away from the free end of models can simulate 2D flow field well; (2) while wind pressure near the spiral varies irregularly, wind pressure distribution patterns, pressure stops, upper and lower flow separation point positions of the cable surface do not change with the variation of helix parameters ; (3) wind drag coefficient decreases with increases in helix distance and decrease in the height of helix.
出处 《振动与冲击》 EI CSCD 北大核心 2013年第20期179-183,共5页 Journal of Vibration and Shock
基金 中央高校基本科研业务费专项资金项目(CHD2011JC195) 特大型桥梁综合防灾减灾理论与方法研究(2011318223170)
关键词 桥梁工程 斜拉索 三维模型 二维流场 风洞试验 螺旋线 风压分布 气动性能 bridge engineering inclined cables 3D model 2D flow field wind tunnel tests helix pressure distribution aerodynamic performance
  • 相关文献

参考文献10

二级参考文献34

  • 1陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报,2005,22(4):5-10. 被引量:61
  • 2何向东,廖海黎.斜拉索风雨振动分析及机理初探[J].空气动力学学报,2005,23(4):480-483. 被引量:7
  • 3李寿英,顾明,陈政清.准运动水线三维连续弹性拉索风雨激振理论模型[J].工程力学,2007,24(6):7-14. 被引量:13
  • 4HIKAMI Y. Rain-wind induced vibrations of cables in cable stayed bridges[J]. Wind Eng. Ind. Aerodyn. , 1988, 29: 409-418.
  • 5LAROSE G L, TANAKA H. On rain wind induced vi bration of cables[R]. A Review, Danish Maritime Insti tute, Tech. Rept. No 91123.01, Oct. 1992.
  • 6FLAMAND O. Rain wind induced vibration of cables [J]. Wind Eng. Ind. Aerodyn. , 1995, 57:353-362.
  • 7MATSUMOTO M. Response characteristics of rain wind induced vibration of stay-cable of cable stayed bridges[J].Wind Eng. Ind. Aerodyn. , 1995, 57: 323-333.
  • 8OLIVARI D. Wind and rain induced oscillations of cables of stayed bridges[J]. Wind Eng. Ind. Aerodyn. , 1996,64:171-185.
  • 9何向东,奚绍中,周述华.抑制斜拉索雨振气动措施的风洞试验研究[A].第十届全国结构风工程学术会议论文集[C].桂林,2001.
  • 10LI Ming shui,LIAO Hai li,HE Xiang dong,et al. Wind tunnel investigation on drag loading and rain/wind vibration of stay cables of stonecutters bridge. Part II: Rain/Wind Vibration Tests of Cables, CARDC[R]. Tech. Rept. TN200308.02, 2003.

共引文献40

同被引文献414

引证文献5

二级引证文献511

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部