Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Static and dynamic responses of a tied-arch railway bridge under train load

  • Gou, Hongye (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Yang, Biao (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Guo, Wei (School of Civil Engineering, Central South University) ;
  • Bao, Yi (Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology)
  • Received : 2018.11.05
  • Accepted : 2019.03.20
  • Published : 2019.07.10
⟨ Previous Next ⟩

Abstract

In this paper, the static and dynamic responses of a tied-arch railway bridge under train load were studied through field tests. The deflection and stresses of the bridge were measured in different static loading scenarios. The dynamic load test of the bridge was carried out under the excitation of running train at different speeds. The dynamic properties of the bridge were investigated in terms of the free vibration characteristics, dynamic coefficients, accelerations, displacements and derailment coefficients. The results indicate that the tie of the measuring point has a significant effect on the vertical movement of the test section. The dynamic responses of arch bridge are insensitive to the number of trains. The derailment coefficients of locomotive and carriage increase with the train speed and symmetrically distributed double-line loads reduce the train derailment probability.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, Ministry of Science and Technology of China

References

  1. Bayraktar, A., Turker, T. and Altunisik, A.C. (2015), "Experimental frequencies and damping ratios for historical masonry arch bridges", Constr. Build. Mater., 75, 234-241. https://doi.org/10.1016/j.conbuildmat.2014.10.044.
  2. Cheng, X.X., Dong, J., Cao, S.S., Han, X.L. and Miao, C.Q. (2018), "Static and dynamic structural performances of a special-shaped concrete-filled steel tubular arch bridge in extreme events using a validated computational model", Arab. J. Sci. Eng., 43(4), 1839-1863. https://doi.org/10.1007/s13369-017-2771-0.
  3. CMR (2012), Technical specification for concrete-filled steel tubular structures, (In Chinese).
  4. CMR (2014), Code for design on railway bridge and culvert, (In Chinese).
  5. CMR 120 (2004), Code for rating existing railway bridge, (In Chinese).
  6. CMR 285 (2005). Interim design provisions for the new railway shared lines of passenger and freight trains at 200 km/h. (In Chinese)
  7. Dimitrakopoulos, E.G. and Zeng, Q. (2015), "A three-dimensional dynamic analysis scheme for the interaction between trains and curved railway bridges", Comput. Struct., 149, 43-60. https://doi.org/10.1016/j.compstruc.2014.12.002.
  8. Finke, J.E. (2016), "Static and dynamic characterization of tied arch bridges", Ph.D. Dissertation, Missouri University of Science and Technology, USA.
  9. Gou, H.Y., He, Y.N., Zhou, W., Bao, Y. and Chen, G.D. (2018a), "Experimental and numerical investigations of the dynamic responses of an asymmetrical arch railway bridge", P. I. Mech. Eng. F-J. Rai., 232(9), 2309-2323. https://doi.org/10.1177/0954409718766929.
  10. Gou, H.Y., Zhou, W., Yang C.W., Bao, Y. and Pu, Q.H. (2018b), "Dynamic response of long-span concrete-filled steel tube tied arch bridge and riding comfort of monorail trains", Appl. Sci., 8(4), 2076-3417. https://doi.org/10.3390/app8040650.
  11. Gou, H.Y., Zhou, W., Chen, G.D, Bao, Y. and Pu, Q.H. (2018c), "In-situ test and dynamic analysis of a double-deck tied-arch bridge", Steel Compos. Struct., 27 (2), 161-175. https://doi.org/10.12989/SCS.2018.27.2.161
  12. Gou, H.Y., Zhou, W., Bao, Y., Li, X.B. and Pu, Q.H. (2018d), "Experimental study on dynamic effects of a long-span railway continuous beam bridge", Appl. Sci., 8(5), 2076-3417. https://doi.org/10.3390/app8112076
  13. Gou, H.Y., Long, H., Bao, Y., Chen, G.D., Pu, Q.H. and Kang, R. (2018e), "Experimental and numerical studies on stress distributions in girder-arch-pier connections of long-span continuous rigid frame arch railway bridge", J. Bridge Eng., 23 (7), 04018039. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001250
  14. Gou, H.Y., Wang, W., Shi, X.Y., Pu, Q.H. and Kang, R. (2018f), "Behavior of steel-concrete composite cable anchorage system", Steel Compos. Struct., 26(1), 115-123. https://doi.org/10.12989/scs.2018.26.1.115.
  15. Gou, H.Y., Shi, X.Y, Zhou, W., Cui, K. and Pu, Q.H. (2018g), "Dynamic performance of continuous railway bridges: Numerical analyses and field tests", P. I. Mech. Eng. F-J. Rai., 232(3), 936-955. https://doi.org/10.1177/0954409717702019.
  16. Gou, H.Y., Yang, L.C., Leng, D., Bao, Y. and Pu, Q.H. (2018h), "Effect of bridge lateral deformation on track geometry of high-speed railway", Steel Compos. Struct., 29(2): 219-229. https://doi.org/10.12989/scs.2018.29.2.219.
  17. Gou, H.Y., Long, H., Bao, Y., Chen, G.D. and Pu, Q.H. (2018i), "Dynamic behavior of hybrid framed arch railway bridge under moving trains", Steel Compos. Struct., https://doi.org/10.1080/15732479.2019.1594314.
  18. Jahangiri, M. and Zakeri, J. A. (2017), "Dynamic analysis of train-bridge system under one-way and two-way high-speed train passing", Struct. Eng. Mech., 64(1), 33-44. https://doi.org/10.1080/15732479.2019.1594314.
  19. Jaber, M., Zakeri, J. A. and Mohamadzadeh, S. (2018), "Field and numerical investigation of the effect of under-sleeper pads on the dynamic behavior of railway bridges", P. I. Mech. Eng. F-J. Rai., https://doi.org/10.1177%2F0954409718764027.
  20. Liu, K., Zhang, N., Xia, H. and Roeck, G. D. (2014), "A comparison of different solution algorithms for the numerical analysis of vehicle-bridge interaction", Int. J. Struct. Stab. Dy., 14(02), 1350065. https://doi.org/10.1142/S021945541350065X.
  21. Li, X., Liu, Q., Pei, S., Song, L. and Zhang, X. (2015), "Structureborne noise of railway composite bridge: Numerical simulation and experimental validation", J. Sound Vib., 353, 378-394. https://doi.org/10.1016/j.jsv.2015.05.030.
  22. Li, Y., Cai, C. S., Liu, Y., Chen, Y. and Liu, J. (2016), "Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube arches", Eng. Struct., 106, 243-260. https://doi.org/10.1016/j.engstruct.2015.10.026.
  23. Lonetti, P., Pascuzzo, A. and Davanzo, A. (2016), "Dynamic behavior of tied-arch bridges under the action of moving loads", Math. Probl. Eng.. http://dx.doi.org/10.1155/2016/2749720.
  24. Ling, L., Xiao, X. B. and Jin, X. S. (2014), "Development of a simulation model for dynamic derailment analysis of high-speed trains", Acta Mech. Sinica, 30(6), 860-875. https://doi.org/10.1007/s10409-014-0111-0.
  25. Mellat, P., Andersson, A., Pettersson, L. and Karoumi, R. (2014), "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways-Field measurements and FE-analysis", Eng. Struct., 69, 49-61. https://doi.org/10.1016/j.engstruct.2014.03.004.
  26. Patrick, S. and Adam, C. (2015), "Modeling of dynamic train-bridge interaction in high-speed railways", Acta Mech., 226(8), 2473-2495. https://doi.org/10.1007/s00707-015-1314-6.
  27. Pu, Q.H., Wei, Z.L. and Li, X.B. (2011), "Study on dynamic coefficient influence factors of continuous steel truss arch bridge with large span", J. Earthq. Eng. Eng. Vib., 31(6), 0123-0128.
  28. Pu, Q.H., Wang, H.Y., Gou, H.Y., Bao, Y. and Yan. M. (2018), "Fatigue Behavior of Prestressed Concrete Beam for Straddle-Type Monorail Tracks", Appl. Sci., 8(7), 1136. https://doi.org/10.3390/app8071136.
  29. Rao, S.S. (2017), The Finite Element Method in Engineering, Butterworth-heinemann, United Kingdom.
  30. Song, L.L. (2014), "Bridge load testing structural verification ratio influence analysis", M.Sc. Dissertation, Chang An University, China.
  31. Therese, A. (2018), "Train-track-bridge interaction for the analysis of railway bridges and train running safety", Ph.D. Dissertation, KTH Royal Institute of Technology, Sweden.
  32. Ticona Melo, L. R., Bittencourt, T. N., Ribeiro, D. and Calcada, R. (2018), "Dynamic response of a railway bridge to heavy axleload trains considering vehicle-bridge interaction", Int. J. Struct. Stab. Dy., 18(01), https://doi.org/10.1142/S0219455418500104.
  33. Wang, J. T., Hai, J., Li, X. Y. and Zhang, Y. (2018), "A study of the mechanism of the effect of the lateral deviation of the barycenter of cargoes on the safety of an open-topped train running a curved railroad", Traffic Engineering and Technology for National Defence, 10-14.
  34. Xia, C. Y., Xia, H. and Roeck, G. De (2014), "Dynamic response of a train-bridge system under collision loads and running safety evaluation of high-speed trains", Comput. Struct., 140, 23-38. https://doi.org/10.1016/j.compstruc.2014.04.010.
  35. Xia, C., Xia, H., Zhang, N. and Guo, W. (2013), "Effect of truck collision on dynamic response of train-bridge systems and running safety of High-speed trains", Int. J. Struct. Stab. Dy.,13(03), 1250064. https://doi.org/10.1142/S0219455412500642.
  36. Xia, C., Ma, Q., Song, F., Wu, X. and Xia, H. (2018), "Dynamic analysis of high-speed railway train-bridge system after barge collision", Struct. Eng. Mech., 67(1), 9-20. https://doi.org/10.12989/sem.2018.67.1.009.
  37. Yan, B., Gong, L. D. and Nan, H. (2015), "Recent development of design and construction of short span high-speed railway bridges in China", Eng. Struct., 100, 707-717. https://doi.org/10.1016/j.engstruct.2015.06.050.
  38. Yu, Z. W., Mao, J. F., Guo, F. Q. and Guo, W. (2016), "Non-stationary random vibration analysis of a 3D train-bridge system using the probability density evolution method", J. Sound Vib., 366, 173-189. https://doi.org/10.1016/j.jsv.2015.12.002.
  39. Yang, Y., Gang, Y., Wei, F. and Qin, W. (2018), "Buffeting performance of long-span suspension bridge based on measured wind data in a mountainous region", J. Vibroeng., 20(1). https://doi.org/10.21595/jve.2017.18737.
  40. Zhao, H.W., Ding, Y.L., An, Y.H. and Li, A.Q. (2016), "Transverse dynamic mechanical behavior of hangers in the rigid tied-arch bridge under train loads", J. Perform. Constr. Fac.,31(1), 04016072. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000932.

Cited by

  1. Dynamic Characteristics of a Double-Pylon Cable-Stayed Bridge with Steel Truss Girder and Single-Cable Plane vol.2021, 2019, https://doi.org/10.1155/2021/9565730
  2. A model for investigating vehicle-bridge interaction under high moving speed vol.77, pp.5, 2019, https://doi.org/10.12989/sem.2021.77.5.627
  3. In-situ dynamic loading test of a hybrid continuous arch bridge vol.77, pp.6, 2019, https://doi.org/10.12989/sem.2021.77.6.809