Wind and Structures

  • 제30권1호
  • /
  • Pages.37-54
  • /
  • 2020
  • /
  • 1226-6116(pISSN)
  • /
  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental investigation of vortex-induced aeroelastic effects on a square cylinder in uniform flow

  • Huang, Dongmei (School of Civil Engineering, Central South University) ;
  • Wu, Teng (Department of Civil, Structural and Environmental Engineering, University at Buffalo) ;
  • He, Shiqing (School of Civil Engineering, Central South University)
  • 투고 : 2019.02.16
  • 심사 : 2019.08.07
  • 발행 : 2020.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

To investigate the motion-induced aeroelastic effects (or aerodynamic feedback effects) on a square cylinder in uniform flow, a series of wind tunnel tests involving the pressure measurement of a rigid model (RM) and simultaneous measurement of the pressure and vibration of an aeroelastic model (AM) have been systematically carried out. More specifically, the aerodynamic feedback effects on the structural responses, on the mean and root-mean-square wind pressures, on the power spectra and coherence functions of wind pressures at selected locations, and on the aerodynamic forces were investigated. The results indicated the vibration in the lock-in range made the shedding vortex more coherent and better organized, and hence presented unfavorable wind-induced effects on the structure. Whereas the vibration in the non-lock-in range generally showed insignificant effects on the flow structures surrounding the square cylinder.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation, Hunan Province Natural Science Foundation, Hunan Province University Innovation Platform Open Foundation, Central South University

참고문헌

  1. Bearman, P.W. (1984), Vortex shedding from oscillating bluff bodies, Annu. Rev. Fluid Mech., 16, 195-222. https://doi.org/10.1146/annurev.fl.16.010184.001211
  2. Belloli, M., Fossati, F., Giappino, S. and Muggiasca, S. (2014), "Vortex induced vibrations of a bridge deck: Dynamic response and surface pressure distribution", J., Wind Eng., 133, 160-168. https://doi.org/10.1016/j.jweia.2014.06.005.
  3. Belloli, M., Fossati, F., Giappino, S., Muggiasca, S. and Villani, M. (2011), "On the aerodynamic and aeroelastic response of a bridge tower", J. Wind Eng., 99(6-7), 729-733. https://doi.org/10.1016/j.jweia.2011.03.013.
  4. Blevins, R.D. (1990), Flow-Induced Vibration, 2nd edition Van Nostrand Reinhold, New York, NY, USA.
  5. Chen, W.L. and Xu, F. (2012), "Investigation of a hybrid approach combining experimental tests and numerical simulations to study vortex-induced vibration in a circular cylinder", J. Sound Vib., 331(5), 1164-1182. https://doi.org/10.1016/j.jsv.2011.10.016.
  6. Dongmei, H., Xue, Z., Shiqing, H., Xuhui, H. and Hua, H. (2017b), "Characteristics of the aerodynamic interference between two highrise buildings of different height and identical square cross-section", Wind Struct., Int. J., 24(5), 501-528. https://doi.org/10.12989/was.2017.24.5.501.
  7. Dyrbye, C. and Hansen, S.O. (1996), Wind Loads on Structures, John Wiley & Sons, Chichester, England.
  8. Ehrmann, R.S., Loftin, K.M., Johnson, S. and White, E.B. (2014), "Lock-in of elastically mounted airfoils at a 90o angle of attack", J. Fluid. Struct., 44, 205-215. https://doi.org/10.1016/j.jfluidstructs.2013.10.008.
  9. Ehsan, F. and Scanlan, R.H. (1990), "Vortex-induced vibrations of flexible bridges", J. Eng. Mech.-ASCE, 116(6), 1392-1411. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:6(1392)
  10. Gu, M. and Quan, Y. (2004), "Across-wind loads of typical tall buildings", J. Wind Eng., 92(13), 1147-1165. https://doi.org/10.1016/j.jweia.2004.06.004.
  11. Holmes, J.D. and Lewis, R.E. (1987), Optimization of dynamicspressure-measurement systems I & II, J. Wind Eng., 25, 249-290. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:6(1392)
  12. Huang, D.M. and He, S.Q. (2016), Synchronous pressure and vibration measurement system and implementation method based on aeroelastic model., patent, CN201610176152.6. [In Chinese]
  13. Huang, D.M., He, S,Q., He, X.H. and Zhu, X. (2017c), "Prediction of wind loads on high-rise building using a BP neural network combined with POD", J. Wind Eng., 170, 1-17. https://doi.org/10.1016/j.jweia.2017.07.021.
  14. Huang, D.M., Zhu, L.D, Ding, Q.S., Zhu, X. and Chen, W. (2017a), "Aeroelastic and aerodynamic interference effects on a high-rise building", J. Fluid. Struct., 69, 355-381. https://doi.org/10.1016/j.jfluidstructs.2017.01.007.
  15. Huang, D.M., Zhu, L.D. and Chen, W. (2014), "Power spectra of wind forces on a high-rise building with section varying along height", Wind Struct., Int. J., 18(3), 295-320. https://doi.org/10.12989/was.2014.18.3.295.
  16. Huang, D.M., Zhu, L.D. and Chen, W. (2015a), "Vertical coherence functions of wind forces and influences on wind-induced responses of a high-rise building with section varying along height", Wind Struct., Int. J., 21(2), 119-158. https://doi.org/10.12989/was.2015.21.2.119.
  17. Huang, D.M., Zhu, L.D. and Chen, W. (2015b), "Covariance proper transformation-based pseudo excitation algorithm and simplified SRSS method for the response of high-rise building subject to windinduced multi-excitation", Eng. Struct., 100(1), 425-441. https://doi.org/10.1016/j.engstruct.2015.05.040.
  18. Huang, D.M., Zhu, L.D., Ren, W.X. and Ding, Q.S. (2018), "A harmonic piecewise linearization-wavelet transforms method for identification of non-linear vibration "black box" systems: application in wind-induced vibration of a high-rise building", J. Fluid. Struct., 78, 239-262. https://doi.org/10.1016/j.jfluidstructs.2017.12.021.
  19. Katagiri, J., Ohkuma, T. and Marikawa, H. (2001), "Motion-induced wind forces acting on rectangular high-rise buildings with side ratio of 2", J. Wind Eng., 89(14-15), 1421-1432. https://doi.org/10.1016/S0167-6105(01)00148-9.
  20. Kikitsu, H., Okuda, Y., Ohashi, M. and Kand, J. (2008), "POD analysis of wind velocity field in the wake region behind vibrating three-dimensional square prism", J. Wind Eng. Ind. Aerod., 96, 2093-2103. https://doi.org/10.1016/j.jweia.2008.02.057
  21. Mannini, C., Marra, A.M. and Bartoli, G. (2014), "VIV-galloping instability of rectangular cylinders: Review and new experiments", J. Wind Eng. Ind. Aerod., 132, 109-124. https://doi.org/10.1016/j.jweia.2014.06.021
  22. Marra, A.M., Mannini, C. and Bartoli, G. (2011), "Van der Pol-type equation for modeling vortex-induced oscillations of bridgedecks", J. Wind Eng., 99(6-7), 776-785. https://doi.org/10.1016/j.jweia.2011.03.014.
  23. Sarpkaya, T. (1979), Vortex-induced oscillations: a selective review, J. Appl. Mech., 46(2), 241-258. https://doi.org/10.1115/1.3424537
  24. Simiu, E. and Scanlan, H. (1996), Wind Effects on Structures, Wiley, New York, NY, USA.
  25. Williamson, C.H.K. (1996), "Vortex dynamics in the cylinder wake", Annu. Rev. Fluid Mech., 28, 477-539. https://doi.org/10.1146/annurev.fl.28.010196.002401.
  26. Williamson, C.H.K. and Govardhan, R. (2008), "A brief review of recent results in vortex-induced vibrations", J. Wind Eng., 96, 713-735. https://doi.org/10.1016/j.jweia.2007.06.019.
  27. Wu, T. and Kareem, A. (2012), "An Overview of Vortex-Induced Vibration (VIV) of Bridge Decks", Frontiers of Structural and Civ. Eng., 6(4), 335-347. https://doi.org/10.1007/s11709-012-0179-1
  28. Wu, T. and Kareem, A. (2013), "Vortex-induced vibration of bridge decks: Volterra series-based model", ASCE J. Eng. Mech., 139(12), 1831-1843. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000628.
  29. Wu, T. and Kareem, A. (2015), "A low-dimensional model for nonlinear bluff-body aerodynamics: A peeling-an-onion analogy", J. Wind Eng., 146, 128-138. https://doi.org/10.1016/j.jweia.2015.08.009.
  30. Yen, S.C. and Hsu, C.M. (2007), "Flow patterns and wake structure of a swept-back wing", AIAA J., 45, 228-236. https://doi.org/10.2514/1.24045.
  31. Yen, S.C. and Yang, C.W. (2011), "Flow patterns and vortex shedding behavior behind a square cylinder", J. Wind Eng., 99(8), 868-878. https://doi.org/10.1016/j.jweia.2011.06.006.
  32. Zasso, A., Belloli, M., Giappino, S. and Muggiasca, S. (2008), "Pressure field analysis on oscillating circular cylinder", J. Fluid. Struct., 24, 628-650. https://doi.org/10.1016/j.jfluidstructs.2007.11.007.
  33. Zheng, C., Liu, Z., Wu, T., Wang, H., Wu, Y. and Shi, X. (2019), "Experimental investigation of vortex-induced vibration of a thousand-meter-scale mega-tall building", J. Flui. Struct., 85, 94-109. https://doi.org/10.1016/j.jfluidstructs.2018.12.005.
  34. Zhu, L.D., Meng, X.L. and Guo, Z.S. (2013), "Nonlinear mathematical model of vortex-induced vertical force on a flat closedbox bridge deck", J. Wind Eng., 122, 69-82. https://doi.org/10.1016/j.jweia.2013.07.008.

피인용 문헌

  1. Effect of aerodynamic modifications on the surface pressure patterns of buildings using proper orthogonal decomposition vol.32, pp.3, 2020, https://doi.org/10.12989/was.2021.32.3.227