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Aerodynamic coefficients of inclined and yawed circular cylinders with different surface configurations

  • Lin, Siyuan (Research Centre for Wind Engineering, Southwest Jiaotong University) ;
  • Li, Mingshui (Research Centre for Wind Engineering, Southwest Jiaotong University) ;
  • Liao, Haili (Research Centre for Wind Engineering, Southwest Jiaotong University)
  • Received : 2017.02.20
  • Accepted : 2017.11.07
  • Published : 2017.11.25

Abstract

Inclined and yawed circular cylinder is an essential element in the widespread range of structures. As one of the applications, cables on bridges were reported to have the possibility of suffering a kind of large amplitude vibration called dry galloping. In order to have a detailed understanding of the aerodynamics related to dry galloping, this study carried out a set of wind tunnel tests for the inclined and yawed circular cylinders. The aerodynamic coefficients of circular cylinders with three surface configurations, including smooth, dimpled pattern and helical fillet are tested using the force balance under a wide range of inclination and yaw angles in the wind tunnel. The Reynolds number ranges from $2{\times}10^5$ to $7{\times}10^5$ during the test. The influence of turbulence intensity on the drag and lift coefficients is corrected. The effects of inclination angle yaw angle and surface configurations on the aerodynamic coefficients are discussed. Adopting the existed the quasi-steady model, the nondimensional aerodynamic damping parameters for the cylinders with three kinds of surface configurations are evaluated. It is found that surface with helical fillet or dimpled pattern have the potential to suppress the dry galloping, while the latter one is more effective.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation

References

  1. Acampora, A., Macdonald, J.H.G., Georgakis, C.T. and Nikitas, N. (2014), "Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements", J. Wind Eng. Ind. Aerod., 124, 90-98. https://doi.org/10.1016/j.jweia.2013.10.009
  2. Barlow, J.B., William H. Rae, J. and Pope, A. (1999), Low-speed wind tunnel testing, John Wiley&Sons, Inc.
  3. Boujard, O. and Grillaud, G. (2007), "Inclined stay-cable vibrations: confrontation of full-scale measurements and quasi-steady analysis of wind-tunnel tests", Proceedings of the 12th International Conference on Wind Engineering, Cairns, Australia.
  4. Carassale, L., Freda, A. and Piccardo, G. (2005), "Aeroelastic forces on yawed circular cylinders: quasi-steady modeling and aerodynamic instability", Wind Struct., 8(5), 373-388. https://doi.org/10.12989/was.2005.8.5.373
  5. Cheng, S., 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
  6. Hackett, J.E. and Cooper, K.R. (2001), "Extensions to Maskell's theory for blockage effects on bluff bodies in a closed wind tunnel", Aeronaut. J., 105(1050), 409-418. https://doi.org/10.1017/S0001924000012380
  7. Han, Y., Chen, H., Cai, C.S., Xu, G., Shen, L. and Hu, P. (2016), "Numerical analysis on the difference of drag force coefficients of bridge deck sections between the global force and pressure distribution methods", J. Wind Eng. Ind. Aerod., 159, 65-79. https://doi.org/10.1016/j.jweia.2016.10.004
  8. Hoang, M.C., Laneville, A. and Legeron, F. (2015), "Experimental study on aerodynamic coefficients of yawed cylinders", J. Fluid. Struct., 54, 597-611. https://doi.org/10.1016/j.jfluidstructs.2015.01.002
  9. Hoftyzer, M.S. (2016), Aerodynamic Characteristics of Yawed Inclined Circular Cylinders, Universite d'Ottawa/University of Ottawa, Ottawa,Canada.
  10. Jakobsen, J.B., Andersen, T.L., Macdonald, J.H.G., Nikitas, N., Larose, G.L., Savage, M.G. and McAuliffe, B.R. (2012), "Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range", J. Wind Eng. Ind. Aerod., 110, 100-112. https://doi.org/10.1016/j.jweia.2012.04.025
  11. Jing, H., Xia, Y., Li, H., Xu, Y. and Li, Y. (2017), "Excitation mechanism of rain-wind induced cable vibration in a wind tunnel", J. Fluid. Struct., 68, 32-47. https://doi.org/10.1016/j.jfluidstructs.2016.10.006
  12. Kleissl, K. and Georgakis, C.T. (2012), "Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface", J. Wind Eng. Ind. Aerod., 104-106, 166-175. https://doi.org/10.1016/j.jweia.2012.02.031
  13. Larose, G., Savage, M. and Jakobsen, J. (2003), "Wind tunnel experiments on an inclined and yawed circular cylinder in the critical Reynolds number range", Proceedings of the 11th International Conference on Wind Engineering, Lubbock, Texas.
  14. Liang, J., Zhang, W.G., Wang, X.N. and Du, J.H. (2007), "Development for restraining oscillation device of the UAV model in the $4m{\time}3$ m wind tunnel ", J. Exp. Fluid Mech., 4, 014.
  15. Macdonald, J.H.G. and Larose, G.L. (2006), "A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping", J. Fluid. Struct., 22(2), 229-252. https://doi.org/10.1016/j.jfluidstructs.2005.10.002
  16. Matsumoto, M., Yagi, T., Liu, Q., Oishi, T. and Adachi, Y. (2005), "Effects of axial flow and Karman vortex interference on dry-state galloping of inclined stay-cables", Proceedings of the 6th International Symposium on Cable Dynamics.
  17. Matteoni, G. and Georgakis, C.T. (2012), "Effects of bridge cable surface roughness and cross-sectional distortion on aerodynamic force coefficients", J. Wind Eng. Ind. Aerod., 104-106, 176-187. https://doi.org/10.1016/j.jweia.2012.02.029
  18. Nikitas, N., Macdonald, J.H.G., Jakobsen, J.B. and Andersen, T.L. (2012), "Critical Reynolds number and galloping instabilities: experiments on circular cylinders", Exp. Fluids, 52(5), 1295-1306. https://doi.org/10.1007/s00348-011-1255-3
  19. Poulin, S. and Larsen, A. (2007), "Drag loading of circular cylinders inclined in the along-wind direction", J. Wind Eng. Ind. Aerod., 95(9-11), 1350-1363. https://doi.org/10.1016/j.jweia.2007.02.011
  20. Raeesi, A., Cheng, S. and Ting, D.S.K. (2016), "Application of a three-dimensional aeroelastic model to study the wind-induced response of bridge stay cables in unsteady wind conditions", J. Sound Vib., 375, 217-236. https://doi.org/10.1016/j.jsv.2016.04.019
  21. Schetz, J.A. and Fuhs, A.E. (1996), Handbook of fluid dynamics and fluid machinery, Wiley New York
  22. Schewe, G. (1983), "On the force fluctuations acting on a circular cylinder in crossflow from subcritical up to transcritical Reynolds numbers", J. Fluid Mech., 133, 265-285. https://doi.org/10.1017/S0022112083001913
  23. Xu, Y., Li, Y., Shum, K., Kwok, K., Kwok, K. and Hitchcock, P. (2006), "Aerodynamic coefficients of inclined circular cylinders with artificial rivulet in smooth flow", Adv. Struct. Eng., 9(2), 265-278. https://doi.org/10.1260/136943306776986994
  24. Yagi, T., Okamoto, K., Sakaki, I., Koroyasu, H., Liang, Z., Narita, S. and Shirato, H. (2010), "Drag force reduction and aerodynamic stabilization of stay cables by modifying surface configurations", Proceedings of the national symposium on wind engineering.