DOI QR코드

DOI QR Code

Flutter performance of box girders with different wind fairings at large angles of attack

  • Tang, Haojun (Department of Bridge Engineering, Southwest Jiaotong University) ;
  • Zhang, Hang (Department of Bridge Engineering, Southwest Jiaotong University) ;
  • Mo, Wei (Department of Bridge Engineering, Southwest Jiaotong University) ;
  • Li, Yongle (Department of Bridge Engineering, Southwest Jiaotong University)
  • 투고 : 2021.01.09
  • 심사 : 2021.04.29
  • 발행 : 2021.05.25

초록

The streamlined box is a common type of girders for long-span suspension bridges. Spanning deep canyons, long-span bridges are frequently attacked by strong winds with large angles of attack. In this situation, the flow field around the streamlined box changes significantly, leading to reduction of the flutter performance. The wind fairings have different effects on the flutter performance. Therefore, this study examines the flutter performance of box girders with different wind fairings at large angles of attack. Computational fluid dynamics (CFD) simulations were carried out to extract the flutter derivatives, and the critical flutter state of a long-span bridge was determined. Further comparisons of the wind fairings were investigated by a rapid method which is related to the input energy by the aerodynamic force. The results show that a reasonable type of wind fairings could improve the flutter performance of long-span bridges at large angles of attack. For the torsional flutter instability, the wind fairings weaken the adverse effect of the vortex attaching to the girder, and a sharper one could achieve a better result. According to the input energies on the girder with different wind fairings, the symmetrical wind fairings are more beneficial to the flutter performance

키워드

과제정보

The authors are grateful for the financial supports from the National Natural Science Foundation of China (Grants 51708463), Sichuan Science and Technology Program (2019YFG0460).

참고문헌

  1. Al-Assaf, Adel (2006), "Flutter Analysis of Open-truss Stiffened Suspension Bridges Using Synthesized Aerodynamic Derivatives", Ph.D. Dissertation, Washington State University.
  2. Bilal, M., Birkelund, Y., Homola, M. and Virk, M.S. (2016), "Wind over complex terrain - Microscale modelling with two types of mesoscale winds at Nygardsfjell", Renewable Energy, 99, 647-653. https://doi.org/10.1016/j.renene.2016.07.042.
  3. Blocken, B., van der Hout, A., Dekker, J. and Weiler, O. (2015), "CFD simulation of wind flow over natural complex terrain: Case study with validation by field measurements for Ria de Ferrol, Galicia, Spain", J. Wind Eng. Ind. Aerod., 147, 43-57. https://doi.org/10.1016/j. jweia.2015.09.007.
  4. Bruno, L., Salvetti, M.V. and Ricciardelli, F. (2014), "Benchmark on the aerodynamics of a rectangular 5:1 cylinder: an overview after the first four years of activity", J. Wind Eng. Ind. Aerod., 126, 87-106. https://doi.org/10.1016/j.jweia.2014.01.005.
  5. Chen, A., Zhou, Z. and Xiang, H. (2006), "On the mechanism of vertical stabilizer plates for improving aerodynamic stability of bridges", Wind Struct., 9(1), 59-74. http://dx.doi.org/10.12989/was.2006.9.1.059.
  6. Chen, X., Qiu, F., Tang, H., Li, Y. and Xu, X. (2021), "Effects of secondary elements on vortex-induced vibration of a streamlined box girder", KSCE J. Civil Eng., 25(1), 173-184. https://doi.org/10.1007/s12205-020-0035-0.
  7. Chen, Z.S., Liu, S.M., Yu, X.F., Ma, C.M. and Liu, L. (2017), "Experimental investigations on VIV of bridge deck sections: A case study", KSCE J. Civil Eng., 21(7), 2821-2827. https://doi.org/10.1007/s12205-017-0120-1.
  8. Fenerci, A., Oiseth, O. and Ronnquist, A. (2017), "Long-term monitoring of wind field characteristics and dynamic response of a long-span suspension bridge in complex terrain", Eng. Struct., 147, 269-284. https://doi.org/10.1016/j. engstruct.2017.05.070.
  9. Ge, Y.J. and Xiang, H.F. (2008), "Recent development of bridge aerodynamics in China", J. Wind Eng. Ind. Aerod., 96(6), 736-768. https://doi.org/10.1016/j.jweia.2007.06.045.
  10. Haque, M.N., Katsuchi, H., Yamada, H. and Nishio, M. (2016), "Investigation of edge fairing shaping effects on aerodynamic response of long-span bridge deck by unsteady RANS", Archives Civil Mech. Eng., 16(4), 888-900. https://doi.org/10.1016/j.acme.2016.06.007.
  11. Hu, P., Han, Y., Xu, G., Cai, C.S. and Cheng, W. (2020), "Effects of inhomogeneous wind fields on the aerostatic stability of a long-span cable-stayed bridge located in a mountain-gorge terrain", J. Aeros. Eng., 33(3), 04020006. https://doi.org/10.1061/(ASCE)AS.1943-5525.0001117
  12. Hui, M.C.H., Larsen, A. and Xiang, H.F. (2009), "Wind turbulence characteristics study at the Stonecutters Bridge site: Part I-Mean wind and turbulence intensities", J. Wind Eng. Ind. Aerod., 97(1), 22-36. https://doi.org/10.1016/j.jweia.2008.11.002.
  13. Jiang, B., Zhou, Z., Yan, K. and Hu, C. (2021), "Effect of web inclination of streamlined flat box deck on aerostatic performance of a bridge", J. Bridge Eng., 26(2), 04020126. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001663.
  14. Larsen, A. (1993), "Aerodynamic aspects of the final design of the 1624 m suspension bridge across the Great Belt", J. Wind Eng. Ind. Aerod., 48, 261-285. https://doi.org/10.1016/0167-6105(93)90141-A.
  15. Lee, S., Kwon, S.D. and Yoon, J. (2014), "Reynolds number sensitivity to aerodynamic forces of twin box bridge girder", J. Wind Eng. Ind. Aerod., 127, 59-68. https://doi.org/10.1016/j.jweia.2014.02.004.
  16. Li, Y.L., Chen, X.Y., Yu, C.J., Togbenou, K., Wang, B. and Zhu, L.D. (2018), "Effects of wind fairing angle on aerodynamic characteristics and dynamic responses of a streamlined trapezoidal box girder", J. Wind Eng. Ind. Aerod., 177, 69-78. https://doi.org/10.1016/j. jweia.2018.04.006.
  17. Li, Y.L., Hu, P., Xu, X.Y. and Qiu, J.J. (2017), "Wind characteristics at bridge site in a deep-cutting gorge by wind tunnel test", J. Wind Eng. Ind. Aerod., 160, 30-46. https://doi.org/10.1016/j.jweia. 2016.11.002.
  18. Liu, S.Q., Cai, C.S. and Han, Y. (2020), "Time-domain simulations of turbulence effects on the aerodynamic flutter of long-span bridges", Advan. Bridge Eng., 1, 7. https://doi.org/10.1186/s43251-020-00007-6.
  19. Ma, C., Duan, Q. and Liao, H. (2018), "Experimental investigation on aerodynamic behavior of a long span cable-stayed bridge under construction", KSCE J. Civil Eng., 22(7), 2492-2501. https://doi.org/10.1007/s12205-017-0402-7.
  20. Mannini, C., Sbragi, G. and Schewe, G. (2016), "Analysis of self-excited forces for a box-girder bridge deck through unsteady RANS simulations", J. Fluids Struct., 63, 57-76. https://doi.org/10.1016/j.jfluidstructs.2016.02.007.
  21. Miyata, T. and Yamaguchi, K. (1993), "Aerodynamics of wind effects on the Akashi Kaikyo Bridge", J. Wind Eng. Ind. Aerod., 48, 287-315. https://doi.org/10.1016/0167-6105(93)90142-B.
  22. Montoya, M.C., Nieto, F., Hernandez, S., Kusano, I., Alvarez, A.J. and Jurado, J.A. (2018), "CFD-based aeroelastic characterization of streamlined bridge deck cross-sections subject to shape modifications using surrogate models", J. Wind Eng. Ind. Aerod., 177, 405-428. https://doi.org/10.1016/j.jweia.2018.01.014.
  23. Nagao, F., Utsunomiya, H., Oryu, T. and Manabe, S. (1993), "Aerodynamic efficiency of triangular fairing on box girder bridge", J. Wind Eng. Ind. Aerod., 49, 565-574. https://doi.org/10.1016/0167-6105(93)90050-X.
  24. Noda, M., Utsunomiya, H., Nagao, F., Kanda, M. and Shiraishi, N. (2003), "Effects of oscillation amplitude on aerodynamic derivatives", J. Wind Eng. Ind. Aerod., 91, 101-111. https://doi.org/10.1016/S0167-6105(02)00338-0.
  25. Patruno, L., Ricci, M., De Miranda, S. and Ubertini, F. (2016), "Numerical simulation of a 5:1 rectangular cylinder at non-null angles of attack", J. Wind Eng. Ind. Aerod., 151, 146-157. https://doi.org/10.1016/j.jweia.2016.01.008.
  26. Scanlan, R.H. and Tomko, J.J. (1971), "Airfoil and bridge deck flutter derivatives", J. Eng. Mech., 97(6), 1717-1737. https://doi.org/10.1061/JMCEA3.0001526.
  27. Steinman, D.B. (1956), "The design of the Mackinac Bridge for aerodynamic stability", J. Franklin Institute, 262(6), 453-468. https://doi.org/10.1016/0016-0032(56)90677-9.
  28. Syrkov, A.V. and Krutikov, O.V. (2014), "Lifecycle optimization for Vladivostok-Russky isle bridge by means of risk analysis and monitoring", Automation Remote Control, 75(12), 2217-2224. https://doi.org/10.1134/S000511791412011X.
  29. Tang, H., Li, Y., Shum, K.M., Xu, X. and Tao, Q. (2020), "Non-uniform wind characteristics in mountainous areas and effects on flutter performance of a long-span suspension bridge", J. Wind Eng. Ind. Aerod., 201, 104177. https://doi.org/10.1016/j.jweia.2020.104177.
  30. Tang, H.J., Li, Y.L. and Shum, K.M. (2018), "Flutter performance and aerodynamic mechanism of plate with central stabilizer at large angles of attack", Advan. Struct. Eng., 21(3), 335-346. https://doi.org/10.1177/1369433217717120.
  31. Tang, H.J., Li, Y.L., Wang, Y.F. and Tao, Q.Y. (2017), "Aerodynamic optimization for flutter performance of steel truss stiffening girder at large angles of attack", J. Wind Eng. Ind. Aerod., 168, 260-270. https://doi.org/10.1016/j.jweia.2017.06.013.
  32. Tang, H.J., Shum, K.M. and Li, Y.L. (2019), "Investigation of flutter performance of a twin-box bridge girder at large angles of attack", J. Wind Eng. Ind. Aerod., 186, 192-203. https://doi.org/10.1016/j.jweia. 2019.01.010.
  33. Tao, T., Wang, H., Yao, C. and He, X. (2017), "Parametric sensitivity analysis on the buffeting control of a long-span triple-tower suspension bridge with MTMD", Appl. Sci., 7(4), 395. https://doi.org/10.3390/app7040395.
  34. Ueda, T., Tanaka, H. and Matsushita, Y. (1998), "Aerodynamic stabilisation for super long-span suspension bridges", IABSE Symposium Long-span High-rise Struct., Kobe, Japan.
  35. Yang, Y.X. and Ge Y.J. (2009), "Aerodynamic flutter control for typical girder sections of long-span cable-supported bridges", Wind Struct., 12(3), 205-217. http://dx.doi.org/10.12989/was.2009.12.3.205.
  36. Zhang, M., Zhang, J., Li, Y., Yu, J., Zhang, J. and Wu, L. (2020), "Wind characteristics in the high-altitude difference at bridge site by wind tunnel tests", Wind Struct., 30(6), 547-558. http://dx.doi.org/10.12989/was.2020.30.6.547.
  37. Zhang, Z.T., Ge, Y.J. and Yang, Y.X. (2013), "Torsional stiffness degradation and aerostatic divergence of suspension bridge decks", J. Fluid Struct., 40, 269-283. https://doi.org/10.1016/j.jfluidstructs.2013.05.001.
  38. Zhu, Q. and Xu, Y.L. (2014), "Characteristics of distributed aerodynamic forces on a twin-box bridge deck", J. Wind Eng. Ind. Aerod., 131, 31-45. https://doi.org/10.1016/j.jweia.2014.05.003.

피인용 문헌

  1. Evaluation of the efficiency of aerodynamic dampers based on preliminary numerical modeling vol.2131, pp.4, 2021, https://doi.org/10.1088/1742-6596/2131/4/042002
  2. Experimental Study of Mitigation of Wind-Induced Vibration in Asymmetric Cable-Stayed Bridge Using Sharp Wind Fairings vol.12, pp.1, 2021, https://doi.org/10.3390/app12010242