Effect of helical line on the aerodynamic force and stability of stay cables

被引:0
|
作者
Liu Q. [1 ,2 ]
Wang X. [3 ]
Lu Z. [3 ]
Hu B. [4 ]
Ma W. [1 ,2 ]
机构
[1] Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University, Shijiazhuang
[2] Hebei Province Key Lab of Structural Health Monitoring and Control, Shijiazhuang
[3] Shool of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang
[4] Department of Engineering Mechanics, Shijiazhuang Tiedao University, Shijiazhuang
来源
关键词
Aerodynamic force; Aerodynamic stability; Helical line; Reynolds number; Stay cable;
D O I
10.13465/j.cnki.jvs.2019.06.016
中图分类号
学科分类号
摘要
The helical line on the surface of cables can effectively suppress the wind and rain excitation on the cables, but it will change its aerodynamic shape. A vibration test system for stay cables was designed to study the effects of different parameters of helical lines on the aerodynamic stability of oblique cables, and 25 kinds of helical line models for 120 mm-diameter stay cables were tested for vibrations in a wind tunnel.The relationship of the equilibrium positions and average lift coefficients of stay cables with the Reynolds numbers were analyzed.According to the results, with the same diameter of helical line, the smaller the helical line winding distance is, the smaller the lift force of the cable model is, and the smaller the equilibrium position offset is. With the same helical line winding distance, the average lift forces and the equilibrium position offset of stay cables become smaller with the increase of helical line diameter. The effect of the change of another parameter on the equilibrium position offset becomes small with the decrease of helical line winding distance or the increase of helical line diameter. And the larger the helical line winding distance is, the worse the equilibrium position stability is. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:108 / 113
页数:5
相关论文
共 14 条
  • [1] Pei M., Zhang X., Zhu B., Et al., Cable-stayed bridge cable of longitudinal wind load calculation method research, Science in China, 11, 3, pp. 26-30, (2009)
  • [2] Macdonald J.H.G., Larose G.L., Two-degree-of-freedom inclined cable galloping Part 1: general formulation and solution for perfectly tuned system, Journal of Wind Engineering and Industrial Aerodynamics, 96, 3, pp. 291-307, (2008)
  • [3] Zuo D., Jones N.P., Main J.A., Field observation of vortex and rain-induced stay-cable vibrations in three-dimensional environment, Journal of Wind Engineering and Industrial Aerodynamicc, 96, 6, pp. 1124-1133, (2008)
  • [4] Matsumoto M., The role of water rivulet on inclined cable aerodynamics, Proceedings of the 6th Asia-Pacific Conference on Wind Engineering, (2005)
  • [5] Li W., Lin Z., Consistent cable-stayed bridge cable rain vibration of the pneumatic measure study, Journal of Civil Engineering, 38, 2, pp. 48-53, (2005)
  • [6] Hikami Y., Shiraishi N., Rain-wind induced vibrations in cable stayed bridge, Journal of Wind Engineering and Industrial Aerodynamics, 29, 1, pp. 409-418, (1988)
  • [7] Li S., Zeng Q., Wen X., Et al., Numerical simulations and tests for dry galloping mechanism of stay cables, Journal of Vibration and Shock, 36, 11, pp. 100-105, (2017)
  • [8] Cheng S., Larose G.L., Savage M.G., Et al., Experimental study on the wind-induced vibration of a dry inclined cable-Part I: phenomena, Journal of Wind Engineering and Industrial Aerodynamics, 96, 12, pp. 2231-2253, (2008)
  • [9] Nikitas N., Macdonald J., Jakobsen J., Et al., Critical Reynolds number and galloping instabilities: experiments on circular cylinders, Experiment Fluids, 52, 4, pp. 1295-1306, (2012)
  • [10] Rocchi D., Zasso A., Vortex shedding from a circular cylinder in a smooth and wired configuration: comparison between 3D LES simulation and experimental analysis, Journal of Wind Engineering and Industrial Aerodynamics, 90, 4, pp. 475-489, (2002)