DOI QR코드

DOI QR Code

Galloping of steepled main cables in long-span suspension bridges during construction

  • An, Yonghui (Department of Civil Engineering, State Key Laboratory of Coastal and Offshore Engineering, State Key Laboratory of Structural Analyses for Industrial Equipment, Dalian University of technology) ;
  • Wang, Chaoqun (School of Civil Engineering, Zhengzhou University) ;
  • Li, Shengli (School of Civil Engineering, Zhengzhou University) ;
  • Wang, Dongwei (School of Civil Engineering, Zhengzhou University)
  • 투고 : 2016.03.29
  • 심사 : 2016.10.25
  • 발행 : 2016.12.25

초록

Large amplitude oscillation of steepled main cables usually presents during construction of a long-span bridge. To study this phenomenon, six typical main cables with different cross sections during construction are investigated. Two main foci have been conducted. Firstly, aerodynamic coefficients of a main cable are obtained and compared through simulation and wind tunnel test: (1) to ensure the simulation accuracy, influences of the numerical model's grid size, and the jaggy edges of main cable's cross section on main cable's aerodynamic coefficients are investigated; (2) aerodynamic coefficients of main cables at different wind attack angles are obtained based on the wind tunnel test in which the experimental model is made by rigid plastic using the 3D Printing Technology; (3) then numerical results are compared with wind tunnel test results, and they are in good agreement. Secondly, aerodynamic coefficients of the six main cables at different wind attack angles are obtained through numerical simulation. Then Den Hartog criterion is used to analyze the transverse galloping of main cables during construction. Results show all the six main cables may undergo galloping, which may be an important reason for the large amplitude oscillation of steepled main cables during construction. The flow structures around the main cables indicate that the characteristic of the airflow trajectory over a steepled main cable may play an important role in the galloping generation. Engineers should take some effective measures to control this harmful phenomenon due to the big possibility of the onset of galloping during the construction period.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Zhengzhou University Development Fund for Outstanding Young Teachers, Central Universities

참고문헌

  1. Assi, G.R.S. and Bearman, P.W. (2015), "Transverse galloping of circular cylinders fitted with solid and slotted splitter plates", J. Fluid. Struct., 54, 263-280. https://doi.org/10.1016/j.jfluidstructs.2014.11.005
  2. An, Y.H., Spencer, B.F. and Ou, J.P. (2015), "A Test Method for Damage Diagnosis of Suspension Bridge Suspender Cables", Comput. -Aided Civil Infrast. Eng., 30, 771-784. https://doi.org/10.1111/mice.12144
  3. An, Y.H., Bartlomiej, B., Zhong, Y., Holobut, P. and Ou, J.P. (2016), "Rank-revealing QR decomposition applied to damage localization in truss structures", Struct. Control Health Monit., DOI: 10.1002/stc.1849.
  4. Blocken, B. and Toparlar, Y. (2015), "A following car influences cyclist drag: CFD simulations and wind tunnel measurements", J. Wind Eng. Ind. Aerod., 145, 178-186. https://doi.org/10.1016/j.jweia.2015.06.015
  5. Cai, M.Q., Yan, B., Lu, X. and Zhou, L.S. (2015), "Numerical Simulation of Aerodynamic Coefficients of Iced-Quad Bundle Conductors". IEEE T. Power Dilivery, 30(4), 1669-1676.
  6. Den Hartog, J.P. (1932), "Transmission line vibration due to sleet", Am. Inst. Elec. Engineers, 51(4), 1074-1081. https://doi.org/10.1109/T-AIEE.1932.5056223
  7. Franke, J., Hellsten, A., Schlunzen, H. and Carissimo, B. (2007), "Best Practice Guideline for the CFD Simulation of Flows in the Urban Environment", Proceedings of the COST Action732: Quality Assurance and Improvement of Microscale Meteorological Models, Hamburg, Germany.
  8. Holmes, J.D. (2015), Wind Loading of Structures, CRC Press.
  9. Hu, G., Tse, K.T. and Kwok, K.C.S. (2015a), "Galloping of forward and backward inclined slender square cylinders", J. Wind Eng. Ind. Aerod., 142, 232-245. https://doi.org/10.1016/j.jweia.2015.04.010
  10. Hu, G., Tse, K.T., Kwok, K.C.S. and Chen, Z.S. (2015b), "Pressure measurements on inclined square prisms", Wind Struct., 21,(4), 383-405. https://doi.org/10.12989/was.2015.21.4.383
  11. Hu, J., Yan, B., Zhou, S., and Zhang, H.Y. (2012), "Numerical investigation on galloping of iced quad bundle conductors", IEEE T. Power Dilivery, 27(2), 784-792. https://doi.org/10.1109/TPWRD.2012.2185252
  12. Ibarra, D., Sorribes, F., Alonso, G. and Meseguer, J. (2014), "Transverse galloping of two-dimensional bodies having a rhombic cross-section", J. Sound Vib., 333, 2855-2865. https://doi.org/10.1016/j.jsv.2014.02.030
  13. Jones, W.P. and Launder, B.E. (1972), "The prediction of laminarization with a two-equation model of turbulence", Int. J. Heat Mass Transfer, 15(2), 301-314. https://doi.org/10.1016/0017-9310(72)90076-2
  14. Kim, S. and Kim H.K. (2014), "Wake galloping phenomena between two parallel/unparallel cylinders", Wind Struct., 18(5), 511-528. https://doi.org/10.12989/was.2014.18.5.511
  15. Li, S.L. and Ou, J.P. (2009), "Galloping analysis for the transient main cables of long-span suspension bridges during construction", China Civil Eng. J., 42(9), 74-81 (in Chinese).
  16. Li, S.L., Wang, C.Q, Wang, D.W. and OU J.P. (2015a), "Galloping performance of large scale spire type main cable of suspension bridge during construction", J. Vib. Shock, 34(22), 156-160 (in Chinese).
  17. Li, S.L., Wang, F., An, Y.H. and Zheng, S.Y. (2015b), "Aerodynamic performance analysis of wind-sand flow on suspension bridge suspender cables", Vibroengineering PROCEDIA, 5, 537-541.
  18. Macdonald, J.H.G. and Larose, G.L. (2007), "Two-degree-of-freedom inclined cable galloping-Part 1: General formulation and solution for perfectly tuned system", J. Wind Eng. Ind. Aerod., 8, 1-17.
  19. 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
  20. Pagnini, L.C., Freda, A. and Piccardo, G. (2016), "Uncertainties in the evaluation of one degree-of-freedom galloping onset", European J. Environ. Civil Eng., 2016 (DOI: 10.1080/19648189.2016.1150900).
  21. Paidoussis, M.P., Price, S.J. and deLangre, E. (2010), Fluid-Structure Interactions: Cross-Flow-Induced Instabilities, Cambridge University Press, .
  22. Rezvani, M.A. and Mohebbi, M. (2014), "Numerical calculations of aerodynamic performance for ATM train at crosswind conditions", Wind Struct., 18(5), 529-548. https://doi.org/10.12989/was.2014.18.5.529
  23. Tang Y., Zheng S.X. and Li M.S. (2015), "A numerical investigation on galloping of an inclined square cylinder in a smooth flow", J. Wind Eng. Ind. Aerod., 144(2015), 165-171. https://doi.org/10.1016/j.jweia.2015.03.008
  24. Tse, K.T., Hu, G. and Kwok, K.C.S. (2014), "The effect of inclination on galloping of square cylinder and its mechanism", Proceedings of the 7th International Symposium on Environmental Effects on Buildings and People: Actions, Influences, Interactions, Discomfort (EEBP VII), Cracow, Poland, October.
  25. Wang, H., Li, A.Q. and Hu, R.M. (2011), "Comparison of ambient vibration response of the Runyang suspension bridge under skew winds with time-domain numerical predictions", J. Bridge Eng., 16(4), 513-526. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000168
  26. Wang, H., Li, A.Q., Niu, J., Zong, Z.H. and Li, J. (2013), "Long-term monitoring of wind characteristics at Sutong Bridge site", J. Wind Eng. Ind. Aerod., 115, 39-47. https://doi.org/10.1016/j.jweia.2013.01.006
  27. Wang, Y.L. (1996), "Ground response of circular tunnel in poorly consolidated rock", J. Geotech. Eng., 122(9), 703-708. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(703)
  28. Xin, D.B., Li, H., Wang, L. and Ou, J.P. (2012), "Experimental study on static characteristics of the bridge deck section under simultaneous actions of wind and rain", J. Wind Eng. Ind. Aerod., 107-108, 17-27. https://doi.org/10.1016/j.jweia.2012.03.002
  29. Yan, B., Hu, J., Zhou, S. and Zhang, H.Y. (2011), "Anti-galloping for an iced quad-bundled conductor in stochastic wind field", J. Vib. Shock, 30(7), 52-58 (in Chinese).

피인용 문헌

  1. Influence of catwalk design parameters on the galloping of constructing main cables in long-span suspension bridges vol.19, pp.6, 2017, https://doi.org/10.21595/jve.2017.18184
  2. Wind characteristics at a long-span sea-crossing bridge site based on monitoring data pp.2048-4046, 2018, https://doi.org/10.1177/1461348418762962
  3. Numerical framework for stress cycle assessment of cables under vortex shedding excitations vol.28, pp.4, 2016, https://doi.org/10.12989/was.2019.28.4.225
  4. A Novel Test Method for Aerodynamic Coefficient Measurements of Structures Using Wind Generated by a Moving Vehicle vol.43, pp.6, 2019, https://doi.org/10.1007/s40799-019-00310-6
  5. New Test Method of Wind Pressure Coefficient Based on CAARC Standard Model Determined Using Vehicle Driving Wind vol.43, pp.6, 2019, https://doi.org/10.1007/s40799-019-00330-2
  6. Analysis of wind attack angle increments in wind tunnel tests for the aerodynamic coefficients of iced hangers vol.23, pp.4, 2020, https://doi.org/10.1177/1369433219876206
  7. Wind tunnel study of wake-induced aerodynamics of parallel stay-cables and power conductor cables in a yawed flow vol.30, pp.6, 2020, https://doi.org/10.12989/was.2020.30.6.617
  8. Aerodynamic Characteristics of Coupled Twin Circular Bridge Hangers with Near Wake Interference vol.11, pp.9, 2016, https://doi.org/10.3390/app11094189
  9. Influence of Small Vehicle on Transiting Test Method for Measuring Building Wind Pressure Coefficients vol.13, pp.9, 2016, https://doi.org/10.3390/sym13091726
  10. Wind tunnel tests of aerodynamic interference effects on two iced vertical circular cylinders in a tandem arrangement vol.53, pp.6, 2016, https://doi.org/10.1088/1873-7005/ac3b36
  11. Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test vol.148, pp.2, 2022, https://doi.org/10.1061/(asce)st.1943-541x.0003230