A study on wind-induced vibration characteristics of stay cables under surface-damaged state

被引:0
|
作者
Liu Q. [1 ,2 ]
Sun Y. [3 ]
Jia Y. [1 ,2 ]
Zhang L. [3 ]
Ma W. [1 ,2 ]
Liu X. [1 ,2 ]
机构
[1] Wind Engineering Research Center, Shijiazhuang Tiedao University, Shijiazhuang
[2] Innovation Center for Wind Engineering and Wind Energy Technology of Hebei Province, Shijiazhuang
[3] School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang
来源
关键词
Reynolds number; Stay cables; Surface-damaged; Wind direction; Wind-induced vibration;
D O I
10.13465/j.cnki.jvs.2020.08.005
中图分类号
学科分类号
摘要
During production, transportation, installation and operation, stay cables may surfer scratches and cracks. Studying wind-induced vibration characteristics of stay cables under surface damage is of great significance for accurately evaluating the aerodynamic stability of stay cables during their service life. Through wind tunnel tests of a smooth model and other models with 2 sizes of dent, the influences on wind-induced vibration characteristics of Reynolds number, wind direction and the size of dents were studied. And the vibration state was initially judged. Results show that the vibration characteristics with Reynolds number curve of the dent cable model is similar to that of the smooth model, but the maximum amplitudes of the dent cable model are larger than that of the smooth model in the worst wind directions. At the same wind direction, there are lower starting Reynolds number and wider Reynolds number interval of wind-induced vibration of dent models. Also, the size of dent influences wind-induced vibration characteristics prominently during test Reynolds number range, not a simple monotonous relation, but related to wind direction closely. This wind-induced vibration is initially judged to be galloping, not vortex-induced vibration, based on vibration frequency and Den Hartog criterion. © 2020, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:33 / 39and71
页数:3938
相关论文
共 17 条
  • [1] (1992)
  • [2] CHENG S, IRWIN P A, JAKOBSEN J B, Et al., Divergent motion of cables exposed to skewed wind, Proceedings of the 5th International Symposium on Cable Dynamics, (2003)
  • [3] LAROSE G L, JAKOBSEN J B, SAVAGE M G, Et al., Windtunnel experiments on an inclined and yawed stay cablemodel in the critical Reynolds number range, Proceedings of the 5th International Symposium on Cable Dynamics, (2003)
  • [4] LIU Qingkuan, QIAO Fugui, ZHANG Feng, Experimental study on cable aerodynamic forces considering Reynolds number effect, China Civil Engineering Journal, 44, 11, pp. 59-65, (2011)
  • [5] LIU Qingkuan, ZHANG Feng, MA Wenyong, Et al., Tests for Reynolds number effect and wind-induced vibration of stay cables, Journal of Vibration and Shock, 30, 12, pp. 114-119, (2011)
  • [6] (2006)
  • [7] ZUO Hongxian, FU Dong, ZHANG Shixuan, Maintenance methods for stay cables of Sanshui bridge in Guangdong, Word Bridges, 4, 4, pp. 63-65, (2004)
  • [8] SCHEWE G., On the force fluctuations acting on a circular cylinder in cross flow from subcritical up to transcritical Reynolds numbers, Journal of Fluid Mechanism, 133, 1, pp. 265-285, (1983)
  • [9] SCHEWE G., Sensitivity of transition phenomena to small perturbations in the flow field round a circular cylinder, Journal of Fluid Mechanics, 172, 2, pp. 33-46, (1986)
  • [10] MATTEONI G, GEORGAKIS C T., Effects of surface roughness and cross-sectional distortion on the wind-induced response of bridge cables in dry conditions, Journal of Wind Engineering and Industrial Aerodynamics, 136, 6, pp. 89-100, (2015)