DOI QR코드

DOI QR Code

Study on the mechanism of the vortex-induced vibration of a bluff double-side box section

  • Li, Yu (School of Highway, Chang'an University) ;
  • Li, Chen (School of Architecture, Chang'an University) ;
  • Wang, Feng (School of Highway, Chang'an University) ;
  • Li, Jia-wu (School of Highway, Chang'an University)
  • Received : 2020.09.24
  • Accepted : 2021.09.23
  • Published : 2021.10.25

Abstract

At present, researchers mainly focused on the vortex-induced vibration (VIV) of the double-side I-shaped girder, while there are only a few literatures focused on the VIV of the bluff double-side box girder, especially the study on the synchronous pressure- and vibration- measured test for the bluff double-side box girder has not been reported. Therefore, in this study, the vibration-measured test, the Numerical Wind Tunnel Simulation, and the synchronous pressure- and vibration-measured test were conducted to study the VIV mechanism of the bluff double-side box girder. Firstly, a section model of the bluff double-side box girder was designed, and the vibration-measured test was conducted to study the influence of mass ratio, damping ratio, and aerodynamic countermeasures on the VIV of the bluff double-side box girder. Secondly, the Numerical Wind Tunnel Simulation was conducted to simulate the vorticity evolution of the bluff double-side box girder, which was used to help analyze the results of the synchronous pressure- and vibration- measured test. Finally, the synchronous pressure- and vibration-measured test was conducted to investigate the wind pressure distribution and aerodynamic forces on the surface of the double-side box girder, which was then used to study the VIV mechanism of the bluff double-side box girder by combining the simulated vorticity evolutions. So, when the VIV of the double-side box girder occurs, it is found that: there is a significant difference in the mean and fluctuating wind pressure between the upper and lower surfaces; moreover, at the leading and trailing edges, the aerodynamic forces contribute greatly to the VIV, the correlation between the aerodynamic forces and the vortex-induced aerodynamic forces is positive, and with the increase of this coefficient, it will lead to the more significant VIV.

Keywords

Acknowledgement

The research described in this paper was financially supported by the National Natural Science Foundation of China (No. 51408042). The authors wish to express their gratitude to the sponsors.

References

  1. Bai, H., Li, R., Xu, G. and Kareem, A. (2020), "Aerodynamic performance of II-shaped composite deck cable-stayed bridges including VIV mitigation measures", J. Wind Eng. Ind. Aerod., 208, 104451. https://doi.org/10.1016/j.jweia.2020.104451.
  2. Cheng, J., Cai, C.S., Xiao, R.C. and Chen, S.R. (2005), "Flutter reliability analysis of suspension bridges", J. Wind Eng. Ind. Aerod., 93(10), 757-775. https://doi.org/10.1016/j.jweia.2005.08.003.
  3. Cinquemani, S., Diana, G., Fossati, L. and Ripamonti, F. (2016), "A smart structure for wind tunnel investigation of a bridge deck's vortex-induced torsional motion", Mechatronics, 33, 108-120. https://doi.org/10.1016/j.mechatronics.2015.11.003.
  4. Corriols, A.S. and Morgenthal, G. (2014), "Vortex-induced vibrations on cross sections in tandem arrangement", Struct. Eng. Int., 24(1), 20-26. https://doi.org/10.2749/101686614X13830788505603.
  5. Daito, Y., Matsumoto, M. and Araki, K. (2002), "Torsional flutter mechanism of two-edge girders for long-span cable-stayed bridge", J. Wind Eng. Ind. Aerod., 90(12), 2127-2141. https://doi.org/10.1016/S0167-6105(02)00329-X.
  6. Farhangdoust, S., Eghbali, P. and Younesian, D. (2020), "Bistable tuned mass damper for suppressing the vortex induced vibrations in suspension bridges", Earthq. Struct., 18(3), 313-320. https://doi.org/10.12989/eas.2020.18.3.313.
  7. Fatemi, S.J., Sheikh, A.H. and Ali, M.S.M. (2018), "Determination of load distribution factors of steel-concrete composite box and I-girder bridges using 3D finite element analysis", Aus. J. Struct. Eng., 19(2), 131-145. https://doi.org/10.1080/13287982.2018.1452330.
  8. Hu, C.X., Zhao, L. and Ge, Y.J. (2018), "Time-frequency evolutionary characteristics of aerodynamic forces around a streamlined closed-box girder during vortex-induced vibration", J. Wind Eng. Ind. Aerod., 182, 330-343. https://doi.org/10.1016/j.jweia.2018.09.025.
  9. Hu, C.X., Zhao, L. and Ge, Y.J. (2019), "Mechanism of suppression of vortex-induced vibrations of a streamlined closed-box girder using additional small-scale components", J. Wind Eng. Ind. Aerod., 189, 314-331. https://doi.org/10.1016/j.jweia.2019.04.015.
  10. Hwang, Y.C., Kim, S. and Kim, H.K. (2020), "Cause investigation of high-mode vortex-induced vibration in a long-span suspension bridge", Struct. Infrastruct. Eng., 16(1), 84-93. https://doi.org/10.1080/15732479.2019.1604771.
  11. Junruang, J. and Boonyapinyo, V. (2020), "Vortex induced vibration and flutter instability of two parallel cable-stayed bridges", Wind Struct., 30(6), 633-648. https://doi.org/10.12989/was.2020.30.6.633.
  12. Kaveh, A. and Zarandi, M.M.M. (2019), "Optimal design of steelconcrete composite I-girder bridges using three meta-heuristic algorithms", Periodica Polytechnica-civil Eng., 63(2), 317-337. https://doi.org/10.3311/PPci.12769.
  13. Kubo, Y., Kimura, K., Sadashima, K., Okamoto, Y., Yamaguchi, E. and Kato, K. (2002), "Aerodynamic performance of improved shallow π shape bridge deck", J. Wind Eng. Ind. Aerod., 90, 2113-2125. https://doi.org/10.1016/S0167-6105(02)00328-8.
  14. Kubo, Y., Sadashima, K., Yamaguchi, E., Katoa, K., Okamoto, Y. and Kogac, T. (2001), "Improvement of aeroelastic instability of shallow π section", J. Wind Eng. Ind. Aerod., 89, 1445-1457. https://doi.org/10.1016/S0167-6105(01)00151-9.
  15. Laima, S. and Li, H. (2015), "Effects of gap width on flow motions around twin-box girders and vortex-induced vibrations", J. Wind Eng. Ind. Aerod., 139, 37-49. https://doi.org/10.1016/j.jweia.2015.01.009.
  16. Le, V. and Caracoglia, L. (2020), "A neural network surrogate model for the performance assessment of a vertical structure subjected to non-stationary, tornadic wind loads", Comput. Struct., 231(2), 106208. https://doi.org/10.1016/j.compstruc.2020.106208.
  17. Li, K., Qian, G.W., Ge, Y.J., Zhao, L. and Di, J. (2019), "Control effect and mechanism investigation on the horizontal flow-isolating plate for PI shaped bridge decks' VIV stability", Wind Struct., 28(2), 99-110. https://doi.org/10.12989/was.2019.28.2.099.
  18. Li, Y., Chen, Z., Dong, S.J. and Li, J.W. (2021), "Study on the Effects of Pedestrians on the Aerostatic Response of a LongSpan Pedestrian Suspension Bridge", KSCE J. Civil Eng., 25(10), 1-13. https://doi.org/10.1007/s12205-021-2127-x.
  19. Li, Y. and Li, C. (2020), "Experimental investigations on the flutter derivatives of the pedestrian-bridge section models", KSCE J. Civil Eng., 24(11), 3416-3434. https://doi.org/10.1007/s12205-020-0243-7.
  20. Li, Y., Li, C. and Zhao, G.H. (2021), "Estimation of the input energy of beam bridges by using near-fault input energy design spectra", Soil Dynam. Earthq. Eng., 150, 106935. https://doi.org/10.1016/j.soildyn.2021.106935.
  21. Li, Y., Li, C. and Zhao, G.H. (2021), "Seismic isolation design for simple-supported beam bridges based on energy method under near-fault ground motions", Soil Dynam. Earthq. Eng., 145, 106730. https://doi.org/10.1016/j.soildyn.2021.106730.
  22. Marra, A.M., Mannini, C. and Bartoli, G. (2017), "Wind tunnel modeling for the vortex-Induced vibrations of a yawed bridge tower", J. Bridge Eng., 22(5), 04017006. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001028.
  23. Nagao, F., Utsunomiya, H., Yoshioka, E. and Kobayashi, H. (1997), "Effects of handrails on separated shear flow and vortex-induced oscillation", J. Wind Eng. Ind. Aerod., 69-71(1), 819-827. https://doi.org/10.1016/S0167-6105(97)00208-0.
  24. Noguchi, K., Ito, Y. and Yagi, T. (2020), "Numerical evaluation of vortex-induced vibration amplitude of a box girder bridge using forced oscillation method", J. Wind Eng. Ind. Aerod., 196, 104029. https://doi.org/10.1016/j.jweia.2019.104029.
  25. Owen, J.S., Vann, A.M., Davies, J.P. and Blakeborough, A. (1996), "The prototype testing of Kessock Bridge: response to vortex shedding", J. Wind Eng. Ind. Aerod., 60, 91-108. https://doi.org/10.1016/0167-6105(96)00026-8.
  26. Park, J., Kim, S. and Kim, H.K. (2017), "Effect of gap distance on vortex-induced vibration in two parallel cablestayed bridges", J. Wind Eng. Ind. Aerod., 162, 35-44. https://doi.org/10.1016/j.jweia.2017.01.004.
  27. Pedro, R.L., Demarche, J., Miguel, L.F.F. and Lopez, R.H. (2017), "An efficient approach for the optimization of simply supported steel-concrete composite I-girder bridges", Adv. Eng. Softw., 112, 31-45. https://doi.org/10.1016/j.advengsoft.2017.06.009.
  28. Rizzo, F. and Caracoglia, L. (2020), "Artificial Neural Network model to predict the flutter velocity of suspension bridges", Comput. Struct., 233, 106236. https://doi.org/10.1016/j.compstruc.2020.106236.
  29. Rizzo, F., Caracoglia, L. and Montelpare, S. (2018), "Predicting the flutter speed of a pedestrian suspension bridge through examination of laboratory experimental errors", Eng. Struct., 172, 589-613. https://doi.org/10.1016/j.engstruct.2018.06.042.
  30. Rizzo, F., D'Alessandro, V., Montelpare, S. and Giammichele, L. (2020), "Computational study of a bluffbody aerodynamics: Impact of the laminar-to-turbulent transition modelling", Int. J. Mech. Sci., 178, 105620. https://doi.org/10.1016/j.ijmecsci.2020.105620.
  31. Sakai, Y., Ogawa, K., Shimodoi, H. and Saitoh, T. (1993), "An experimental study on aerodynamic improvements for edge girder bridges", J. Wind Eng. Ind. Aerod., 49(1-3), 459-466. https://doi.org/10.1016/0167-6105(93)90040-U.
  32. Sarwar, M.W. and Ishihara, T. (2010), "Numerical study on suppression of vortex-induced vibrations of box girder bridge section by aerodynamic countermeasures", J. Wind Eng. Ind. Aerod., 98, 701-711. https://doi.org/10.1016/j.jweia.2010.06.001.
  33. 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.
  34. Wardlaw, R.L. (1990), "Wind effects on bridges", J. Wind Eng. Ind. Aerod., 33(1-2), 301-312. https://doi.org/10.1016/0167-6105(90)90045-E.
  35. Xiong, C. (2021). "Experiment research on influence of inverted l-shaped deflector on vortex-induced vibration characteristics of Π-shaped section", M.D. Dissertation, Chang'an University, Xi'an.
  36. Xu, F.Y., Ying, X.Y., Li, Y.N. and Zhang, M.J. (2016), "Experimental explorations of the torsional vortex-induced vibrations of a bridge deck", J. Bridge Eng., 21(12), 1-10. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000941.
  37. Zhao, L., Li, K., Wang, C., Liu, G., Liu, T.C., Song, S.Y. and Ge, Y.J. (2019), "Review on passive aerodynamic countermeasures on main girders aiming at wind-induced stabilities of long-span bridges", China J. Highway Transport [in Chinese]. 32(10), 34-48. https://doi.org/10.19721/j.cnki.1001-7372.2019.10.003.
  38. Zhou, R., Ge, Y.J., Yang, Y.X., Du, Y.L. and Zhang, L.H. (2020), "Aerodynamic performance evaluation of different cable-stayed bridges with composite decks", Steel Compos. Struct., 34(5), 699-713. https://doi.org/10.12989/scs.2020.34.5.699.
  39. Zhou, R., Yang, Y.X., Ge, Y.J., Mendis, P. and Mohotti, D. (2015), "Practical countermeasures for the aerodynamic performance of long-span cable-stayed bridges with open decks", Wind Struct., 21(2), 223-239. https://doi.org/10.12989/was.2015.21.2.223.
  40. Zhou, Z.Y., Zhan, Q.L. and Ge, Y.J. (2016), "Experimental and numerical study on generation and mitigation of vortex-induced vibration of open-cross-section composite beam", Wind Struct., 23(1), 45-57. https://doi.org/10.12989/was.2016.23.1.045.