Structural Engineering and Mechanics

  • 제46권4호
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  • Pages.549-569
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analytical and experimental study on aerodynamic control of flutter and buffeting of bridge deck by using mechanically driven flaps

  • 투고 : 2011.05.13
  • 심사 : 2013.04.21
  • 발행 : 2013.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

A passive control using flaps will be an alternative solution for flutter stability and buffeting response of a long suspension bridge. This method not only enables a lightweight economic stiffening girder without an additional stiffness for aerodynamic stability but also avoid the problems from the malfunctions of control systems and energy supply system of an active control by winglets and flaps. A time domain approach for predicting the coupled flutter and buffeting response of bridge deck with flaps is investigated. First, the flutter derivatives of bridge deck and flaps are found by experiment. Next, the derivation of time domain model of self-excited forces and control forces of sectional model is reported by using the rational function approximation. Finally, the effectiveness of passive flap control is investigated by the numerical simulation. The results show that the passive control by using flaps can increase the flutter speed and decrease the buffeting response. The experiment results are matched with numerical ones.

키워드

참고문헌

  1. Bosch, H.R. (1995), "Aerodynamic performance of the Deer IsleSedgwick Bridge", Restructuring: America and Beyond, Proc., Structures Congress XIII, M. Sanayei, ed., 2, 1558-1562, ASCE, NewYork.
  2. Brown, W.C. (1996), "Development of the deck for the 3300m span Messina", 15th IABSE Congr. Rep., IABSE, Zurich, 1019-1030.
  3. Brown, W.C. (1999), "Long span bridge project - a personal view", Long-Span Bridges and Aerodynamics, Springer.
  4. Dung, N., Miyata, T. and Yamada, H. (1996), "Application of robust control to the flutter of long - span bridges", J. Struct. Eng., 42A, 847-853.
  5. Gua, M., Chang, C.C., Wua, W. and Xiang, H.F. (1998), "Increase of critical flutter wind speed of long-span bridges using tuned mass dampers", J. Wind Eng. Ind. Aerodyn., 73, 111-123. https://doi.org/10.1016/S0167-6105(97)00282-1
  6. Gua, M., Chena, S.R. and Chang, C.C. (2001), "Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge", J. Wind Eng. Ind. Aerodyn., 89, 987-1000. https://doi.org/10.1016/S0167-6105(01)00094-0
  7. Gua, M., Chena, S.R. and Chang, C.C. (2002), "Control of wind-induced vibrations of long-span bridges by semi-active lever-type TMD", J. Wind Eng. Ind. Aerodyn., 90, 111-126. https://doi.org/10.1016/S0167-6105(01)00165-9
  8. Kirch, A. and Peil, U. (2009) "Fundamental restrictions for the closed-loop control of wind-loaded, slender bridges", Wind and Structures, 12(5), 457-474. https://doi.org/10.12989/was.2009.12.5.457
  9. Kirch, A. and Peil, U. (2011), "Transfer function approximation of motion-induced aerodynamic forces with rational functions", Wind and Structures, 14(2), 133-151. https://doi.org/10.12989/was.2011.14.2.133
  10. Kirch, A., Peil, U. and Borri, C. (2009), "Limits for the control of wind-loaded slender bridges with movable flaps; Part I: Aerodynamic modelling, state-space model and open-loop characteristics of the aeroelastic system", Proceedings of the 5th European and African Conference on Wind Engineering EACWE 5, Florence, Italy.
  11. Kirch, A., Peil, U. and Borri, C. (2009), "Limits for the control of wind-loaded slender bridges with movable flaps; Part II: Controller design, closed-loop characteristics of the aeroelastic system and gust alleviation", Proceedings of the 5th European and African Conference on Wind Engineering EACWE 5, Florence, Italy.
  12. Kobayashi, H. and Nagaoka, H. (1992), "Active control of flutter of a suspension bridge", J. Wind Eng. Ind. Aerodyn., 41-44, 143-151.
  13. Kobayashi, H. and Hatanaka, A. (1992), "Active generation of wind gust in a two-dimensional wind tunnel", J. Wind Eng. Ind. Aerodyn., 41-44, 959-970.
  14. Kobayashi, H., Hatanaka, A. and Ueda, T. (1994), "Active simulation of time histories of strong wind gust in a wind tunnel", J. Wind Eng. Ind. Aerodyn., 53, 315-330. https://doi.org/10.1016/0167-6105(94)90089-2
  15. Kobayashi, H. and Nitta, Y. (1996), "Active flutter control of suspension bridge by control surfaces", Third International Conference on Motion and Vibration Control, Chiba, 1-6.
  16. Kobayashi, H., Ogawa, R. and Taniguchi, S. (1998), "Active flutter control of a bridge deck by ailerons", Proc, 2nd World Conf. on Structural Control, Kyoto.
  17. Kobayashi, H., Mitani, K. and Ogawa, R. (2001), "Active buffeting control by flaps", The Fifth Asia-Pacific Conference on Wind Engineering.
  18. Kobayashi, H. and Phan, D.H. (2005), "Bridge deck flutter control by control surfaces", Proc, 6th Asia-Pacific Conf. on Wind Engineering, Seoul, Korea.
  19. Korlin, R. and Starossek, U. (2007), "Wind tunnel test of an active mass damper for bridge decks", J. Wind Eng. Ind. Aerodyn., 95, 267-277. https://doi.org/10.1016/j.jweia.2006.06.015
  20. Kwon, S.D., Jung, S. and Chang, S.P. (2000), "A new passive aerodynamic control method for bridge flutter", J. Wind Eng. Ind. Aerodyn., 86, 187-202. https://doi.org/10.1016/S0167-6105(00)00010-6
  21. Kwon, S.D. and Park, K.S. (2004), "Suppression of bridge flutter using tuned mass dampers based on robust performance design", J. Wind Eng. Ind. Aerodyn., 92, 919-934. https://doi.org/10.1016/j.jweia.2004.05.006
  22. Larose, G.L. and Mann, J. (1998), "Gust loading on streamlined bridge decks", J. Fluids Struct., 12, 511-536. https://doi.org/10.1006/jfls.1998.0161
  23. Lin, Y.K. and Yang. J.N. (1983), "Multimode bridge response to wind excitations", J. Eng. Mech., ASCE, 109(2), 586-603. https://doi.org/10.1061/(ASCE)0733-9399(1983)109:2(586)
  24. Lin, Y.Y., Cheng, C.M. and Lee C.H. (2000), "A tuned mass damper for suppressing the coupled flexural and torsional buffeting response of long-span bridges", Eng. Struct., 22, 1195-1204. https://doi.org/10.1016/S0141-0296(99)00049-8
  25. Matsumoto, M., Mizuno, K., Okubo, K., Ito, Y. and Matsumiya, H. (2007), "Flutter instability and recent development in stabilization of structures", Journal of Wind Engineering and Industrial Aerodynamics, 95(9-11), 888-907. https://doi.org/10.1016/j.jweia.2007.01.015
  26. Matsumoto, M., Nihara, Y., Kobayashi, Y., Shitato, H. and Hamasaki, H. (1995), "Flutter mechanism and its stabilization of bluff bodies", Proc., 9th Int. Conf. on Wind Engineering, New Delhi, India, 827-838.
  27. Mishra, S., Kumar, K. and Krishna, P. (2008), "A study of wind effect on damping and frequency of a long span cable-stayed bridge from rational function approximation of self-excited forces", Wind and Structures, 11(1), 71-73. https://doi.org/10.12989/was.2008.11.1.071
  28. Miyata, T., Yamada, H., Dung, N. and Kazama, K. (1994), "On active control and structural response control of the coupled flutter problem for long span bridges", 1st World Conf. on Structural Control, Los Angeles, California, USA.
  29. Nissen, H.D., Sorensen, P.H. and Jannerup, O. (2004), "Active aerodynamic stabilisation of long suspension bridges", J. Wind Eng. Ind. Aerodyn., 92, 829-847. https://doi.org/10.1016/j.jweia.2004.03.012
  30. Okada, T., Honke, K., Sugii, K., Shimada, S. and Kobayashi, H. (1998), "Suppression of coupled flutter of a bridge deck by tuned pendulum damper", Proc, 3rd World Conf. on Structural Control, Kyoto.
  31. Omenzetter, P., Wilde, K. and Fujino, Y. (2000), "Suppression of wind-induced instabilities of a long span bridge by a passive deck-flaps control system. Part I: Formulation", J. Wind Eng. Ind. Aerodyn., 87(1), 61-79. https://doi.org/10.1016/S0167-6105(00)00016-7
  32. Omenzetter, P., Wilde, K. and Fujino, Y. (2000), "Suppression of wind-induced instabilities of a long span bridge by a passive deck-flaps control system. Part II: Numerical simulations", J. Wind Eng. Ind. Aerodyn., 87(1), 81-91. https://doi.org/10.1016/S0167-6105(00)00017-9
  33. Omenzetter, P., Wilde, K. and Fujino, Y. (2002), "Study of passive deck-flaps flutter control system on full bridge model. I: theory", J. Eng. Mech., 128(3), 264-279. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:3(264)
  34. Omenzetter, P., Wilde, K. and Fujino, Y. (2002), "Study of passive deck-flaps flutter control system on full bridge model. II: results", J. Eng. Mech., 128(3), 280-286. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:3(280)
  35. Ostenfeld, K.H. and Larsen, A. (1992), "Bridge engineering and aerodynamics", Aerodynamics of Large Bridges, Larsen A. (Ed.), Balkema, Rotterdam.
  36. Peidikman, S. and Mook, D.T. (1998), "On the development of a passive-damping system for wind-excited oscillation of long-span bridges", J. Wind Eng. Ind. Aerodyn., 77-78, 443-456. https://doi.org/10.1016/S0167-6105(98)00163-9
  37. Phan, D.H., Kobayashi, H. (2011), "An experimental study of flutter and buffeting control of suspension bridge by mechanically driven flaps", Wind and Structures, 14(2), 152-163.
  38. Roger, K.L. (1977), "Airplane math modeling methods for active control design", AGARD-CP-228.
  39. Sarkar, P.P., Jones, N.P. and Scanlan, R.H. (1994), "Identification of aeroelastic parameters of flexible bridges", J. Eng. Mech., 120(8), 1718-1742. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:8(1718)
  40. Sato, H., Kusuhara, S., Ogi, K. and Matsufuji, H. (2000), "Aerodynamic characteristics of super long-span bridges with slotted box girder", J. Wind Eng. Ind. Aerodyn., 88(2-3), 297-306. https://doi.org/10.1016/S0167-6105(00)00055-6
  41. Sato, H., Hirahara, N., Fumoto, K., Hirano, S. and Kusuhara, S. (2002), "Full aeroelastic model test of a super long-span bridge with slotted box girder", J. Wind Eng. Ind. Aerodyn., 90(12-15), 2023-2032. https://doi.org/10.1016/S0167-6105(02)00318-5
  42. Scanlan, R.H., Beliveau, J.G. and Budlong, K.S. (1974), "Indicial aerodynamic functions for bridge decks", J. Engrg. Mech., ASCE, 100(4), 657-672.
  43. Scanlan, R.H. (1984), "Role of indicial functions in buffeting analysis of bridges", J. Struct. Engrg., ASCE, 110(7), 1433-1446. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:7(1433)
  44. Scanlan, R.H. (1978), "The action of flexible bridges under wind. 2: Buffeting theory", J. Sound and Vibration, 60(2), 201-211. https://doi.org/10.1016/S0022-460X(78)80029-7
  45. Vaurigaud, B., Manevitch, L.I. and Lamarque, C.H. (2011), "Passive control of aeroelastic instability in a long span bridge model prone to coupled flutter using targeted energy transfer", Journal of Sound and Vibration, 330(11), 2580-2595. https://doi.org/10.1016/j.jsv.2010.12.011
  46. Walshe, D.E., and Wyatt, T.A. (1983), "Measurement and application of the aerodynamic admittance function for a box-girder bridge", J. Wind. Eng. Ind. Aerodyn., 14, 211-222. https://doi.org/10.1016/0167-6105(83)90024-7
  47. Wilde, K., Fujino, Y. and Kawakami, T. (1999), "Analytical and experimental study on passive aerodynamic control of flutter of a bridge deck", J. Wind Eng. Ind. Aerodyn., 80, 105-119. https://doi.org/10.1016/S0167-6105(98)00196-2
  48. Wilde, K. and Fujino, Y. (1998), "Aerodynamic control of bridge deck flutter by active surfaces", J. Eng. Mech., 124(7), 718-727. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:7(718)
  49. Wilde, K., Fujino, Y. and Masukawa, J. (1996), "Time domain modeling of bridge deck flutter", J. Struct. Eng./Earthquake Eng., JSCE, 13, 93-104.

피인용 문헌

  1. Numerical simulation of feedback flutter control for a single-box-girder suspension bridge by twin-winglet system vol.169, 2017, https://doi.org/10.1016/j.jweia.2017.07.013
  2. Passive Winglet Control of Flutter and Buffeting Responses of Suspension Bridges 2017, https://doi.org/10.1142/S0219455418500724
  3. Theoretical framework of feedback aerodynamic control of flutter oscillation for long-span suspension bridges by the twin-winglet system vol.145, 2015, https://doi.org/10.1016/j.jweia.2015.06.012
  4. Buffeting performance of long-span suspension bridge based on measured wind data in a mountainous region vol.20, pp.1, 2018, https://doi.org/10.21595/jve.2017.18737
  5. Aerodynamic admittance influence on buffeting performance of suspension bridge with streamlined deck vol.21, pp.1, 2013, https://doi.org/10.21595/jve.2018.19681