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On the mechanism of vertical stabilizer plates for improving aerodynamic stability of bridges

  • Chen, Airong (State Key Laboratory for Disaster Reduction in Civil Engineering, Department of Bridge Engineering, Tongji University) ;
  • Zhou, Zhiyong (State Key Laboratory for Disaster Reduction in Civil Engineering, Department of Bridge Engineering, Tongji University) ;
  • Xiang, Haifan (State Key Laboratory for Disaster Reduction in Civil Engineering, Department of Bridge Engineering, Tongji University)
  • Received : 2004.02.02
  • Accepted : 2005.12.08
  • Published : 2006.02.25

Abstract

Vertical stabilizer plates have been found to be an effective aerodynamic measure to improve the aerodynamic stability of bridges either with an open cross section or with a streamlined box cross section in wind tunnel testings and have been adopted in some long span bridges. By taking an open deck II-shaped section and a closed box section as examples, the mechanism of vertical stabilizer plates for improving aerodynamic stability are investigated by using numerical simulation based on Random Vortex Method. It is found that vertical stabilizer plates can increase the amplitude of the heaving motion, and decrease that of the rotational motion of the bridge decks.

Keywords

References

  1. Belveau, J.G., Budlong, K.S., and Scanlan, R.H. (1974), 'Indicial aerodynamic functions for bridge decks', J. Eng. Mech. Div., Proceeding of ASCE, 100 (EM4)
  2. Carrier, J, Greengard, L., and Rokhhlin, V. (1988), 'A fast adaptive multiple algorithm for particle simulations', SIAM J. Sci. Statist. Comput., 9(4), 669 https://doi.org/10.1137/0909044
  3. Chorin, A. J. (1973), 'Numerical study of slightly viscous flow', J. Fluid. Mech., 337-347
  4. Larsen, Allan, Walther, Jens, H. (1997), 'Aeroelastic analysis of girder sections based on discrete vortex simulations', J. Wind Eng. Ind. Aerodyn., 67&68, 253-265 https://doi.org/10.1016/S0167-6105(97)00077-9
  5. Matsumoto, Masaru and Shirato, Hiromichi etc., (2002), 'Flutter stabilization of long span bridges', The second International Symposium on Wind and Structures, Busan, Korea, 257-264
  6. Walther, Jens, H., Larsen Allan (1997), 'Two dimensional discrete vortex method for application to bluff aerodynamics', J. Wind Eng. Ind. Aerodyn., 67&68, 183-193 https://doi.org/10.1016/S0167-6105(97)00072-X
  7. Wu, J.C. (1976), 'Numerical boundary conditions for viscous flow problems', AIAA, 14(8), 1042-1051 https://doi.org/10.2514/3.61439
  8. Zhou, Zhiyong, Chen, Airong, and Xiang, Haifang (2002), 'Numerical assessment of aerodynamic derivatives and critical wind speed of flutter of bridge decks by discrete vortex method', J. Vib. Eng., 15(3), 327-331 (in Chinese)

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