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Wake galloping phenomena between two parallel/unparallel cylinders

  • Kim, Sunjoong (Department of Civil and Environmental Engineering, Seoul National University) ;
  • Kim, Ho-Kyung (Department of Civil and Environmental Engineering, Seoul National University)
  • Received : 2013.08.23
  • Accepted : 2014.01.18
  • Published : 2014.05.25

Abstract

The characteristics of wake galloping phenomenon for two parallel/unparallel circular cylinders were investigated via wind tunnel tests. The two cylinders were initially deployed in parallel and wake galloping phenomena were observed by varying the center-to-center distance. The effect of an unparallel arrangement of two cylinders was next investigated by fixing the spacing ratio of one side of the cylinders at 5.0D and the other side at 3.0D, in which D represents the diameter of the cylinder. For the unparallel disposition, the 5.0D side showed a small, limited vibration while the 3.0D side produced much larger amplitude of vibration, resulting in a rolling motion. However, the overall amplitude appeared to decrease in unparallel disposition when compared with the amplitude of the 3.0D - 3.0D parallel case. This represents the mitigation effect of wake galloping due to the unparallel disposition between two cylinders. Flow visualization tests with particle image velocimetry were conducted to identify flow fields between two cylinders. The test results demonstrate the existence of a complex interaction of the downstream cylinder with the shear layer generated by the upstream cylinder. When the spacing ratio was large enough, the shear layer was not observed and the downstream cylinder showed only limited random vibration.

Keywords

References

  1. Assi, G.R.S., Bearman, P.W. and Meneghini, J.R. (2010), "On the wake-induced vibration of tandem circular cylinders: the vortex interaction excitation mechanism", J. Fluid Mech., 661(1), 365-401. https://doi.org/10.1017/S0022112010003095
  2. Blazik-Borowa, E. and Flaga, A. (1998), "Numerical analysis of interference galloping of two identical circular cylinders", Wind Struct., 1(3), 243-253. https://doi.org/10.12989/was.1998.1.3.243
  3. Caetano, E. (2007), Cable vibrations in cable-stayed bridges (Vol. 9), International Association for Bridge and Structural Engineering (IABSE), Zurich, Switzerland.
  4. Cheng, S.H., Larose, G.L., Savage, M.G. and Tanaka, H. (2003), "Aerodynamic behaviour of an inclined circular cylinder", Wind Struct., 6(3), 197-208. https://doi.org/10.12989/was.2003.6.3.197
  5. Cheng, S.H. and Tanaka, H. (2005), "Correlation of aerodynamic forces on an inclined circular cylinder", Wind Struct., 8(2), 135-146. https://doi.org/10.12989/was.2005.8.2.135
  6. Dielen, B. and Ruscheweyh, H. (1995), "Mechanism of interference galloping of two identical circular cylinders in cross flow", J. Wind Eng. Ind. Aerod., 54, 289-300.
  7. Hasebe, H., Watanabe, K., Watanabe, Y. and Nomura, T. (2009), "Experimental study on the flow field between two square cylinders in tandem arrangement", Proceedings of the 7th Asia-Pacific Conference on Wind Engineering, Taipei, Taiwan, November.
  8. Kim, B.J., Lee, S.H. and Kim, H.K. (2012), "Mokpo bridge: new landmark in Mokpo city", Struct. Eng. Int., 22(1), 29-31. https://doi.org/10.2749/101686612X13216060213031
  9. Kim, S., Alam, M.M., Sakamoto, H. and Zhou, Y. (2009), "Flow-induced vibration of two circular cylinders in tandem arrangement. Part 2: Suppression of vibrations", J. Wind Eng. Ind. Aerod., 97(5), 312-319. https://doi.org/10.1016/j.jweia.2009.07.003
  10. Kim, S.I. and Sakamoto, H. (2006), "Characteristics of fluctuating lift forces of a circular cylinder during generation of vortex excitation", Wind Struct., 9(2), 109-124. https://doi.org/10.12989/was.2006.9.2.109
  11. Kim, S.J., Kim, H.K. and Lee, S.H. (2011), "Evaluation of wake galloping for inclined parallel cables by two-dimensional wind tunnel tests", J. Korean Soc. Steel Constr., 23(6), 763-775 (in Korean)..
  12. Kim, J.D. (2002), Large eddy simulation of the turbulent flow around a square prism, Ph.D. Dissertation, The University of Western Ontario, Canada.
  13. Korea Society of Civil Engineering (KSCE) (2006), Design guidelines for steel cable-supported bridges, Seoul, Korea (in Korean).
  14. Kumarasena, S., Jones, N.P., Irwin, P. and Taylor, P. (2007), Wind-induced vibration of stay cables (No. FHWA-RD-05-083).
  15. Land Development Technology Research Foundation. (1989), Review report of wind resistance of staycables, Japan.
  16. Li, Y., Wu, M., Chen, X., Wang, T. and Liao, H. (2013), "Wind-tunnel study of wake galloping of parallel cables on cable-stayed bridges and its suppression", Wind Struct., 16(3), 249-261. https://doi.org/10.12989/was.2013.16.3.249
  17. Lee, S.J. and Lee, J.Y. (2008), "PIV measurements of the wake behind a rotationally oscillating circular cylinder", J. Fluid. Struct., 24(1), 2-17. https://doi.org/10.1016/j.jfluidstructs.2007.06.001
  18. Ozgoren, M., Pinar, E., Sahin, B. and Akilli, H. (2011), "Comparison of flow structures in the downstream region of a cylinder and sphere", Int. J. Heat Fluid Fl., 32(6), 1138-1146. https://doi.org/10.1016/j.ijheatfluidflow.2011.08.003
  19. PTI Guide Specification (2001), Recommendations for Stay Cable Design, Testing and Installation, Post- Tensioning Institute, USA.
  20. Seo, J.W., Kim, H.K., Park, J., Kim, K.T. and Kim G.N. (2013), "Interference effect on vortex-induced vibration in a parallel twin cable-stayed bridge", J. Wind Eng. Ind. Aerod., 116, 7-20. https://doi.org/10.1016/j.jweia.2013.01.014
  21. SETRA. (2002),CIP Recommendations on Cable Stays, French International Commission on Prestressing, France.
  22. Tokoro, S., Komatsu, H., Nakasu, M., Mizuguchi, K. and Kasuga, A. (2000), "A Study on wake-galloping employing full aeroelastic twin cable model", J. Wind Eng. Ind. Aerod., 88(2-3), 247-261. https://doi.org/10.1016/S0167-6105(00)00052-0

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