Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Dynamic analysis of high-speed railway train-bridge system after barge collision

  • Xia, Chaoyi (School of Civil Engineering, Beijing Jiaotong University) ;
  • Ma, Qin (CCCC Highway Consultants Co., Ltd) ;
  • Song, Fudong (School of Civil Engineering, Beijing Jiaotong University) ;
  • Wu, Xuan (School of Civil Engineering, Beijing Jiaotong University) ;
  • Xia, He (School of Civil Engineering, Beijing Jiaotong University)
  • Received : 2017.11.16
  • Accepted : 2018.04.13
  • Published : 2018.07.10
⟨ Previous Next ⟩

Abstract

In this paper, a framework is proposed for dynamic analysis of train-bridge systems with a damaged pier after barge collision. In simulating the barge-pier collision, the concrete pier is considered to be nonlinear-inelastic, and the barge-bow is modeled as elastic-plastic. The changes of dynamic properties and deformation of the damaged pier, and the additional unevenness of the track induced by the change of deck profile, are analyzed. The dynamic analysis model for train-bridge coupling system with a damaged pier is established. Based on the framework, an illustrative case study is carried out with a $5{\times}32m$ simply-supported PC box-girder bridge and the ICE3 high-speed train, to investigate the dynamic response of the bridge with a damaged pier after barge collision and its influence on the running safety of high-speed train. The results show that after collision by the barge, the vibration properties of the pier and the deck profile of bridge are changed, forming an additional unevenness of the track, by which the dynamic responses of the bridge and the car-body accelerations of the train are increased, and the running safety of high-speed train is affected.

Keywords

Acknowledgement

Supported by : Central Universities of China

References

  1. AASHTO (1991), Guide Specification and Commentary for Vessel Collision Design of Highway Bridges, Volume I, Final Report, Washington, U.S.A.
  2. Chen, X.C., Zhang, Y.L., Ding, M.B. and Li, X.Z. (2016), "Study of minimum reinforcement ratios for concrete piers arranged with small amount of reinforcement under rare earthquake", Bridg. Constr., 46(5), 24-28.
  3. Consolazio, G.R. and Michael, D. (2008), "Simplified dynamic analysis of barge collision for bridge design", J. Trans. Res. Board, 2050(2008), 13-25. https://doi.org/10.3141/2050-02
  4. Consolazio, G.R. and Cowan, D.R. (2005), "Numerically efficient dynamic analysis of barge collisions with bridge piers", J. Struct. Eng., 131(8), 1256-1266. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:8(1256)
  5. Cowan, D.R., Consolazio, G.R. and Davidson, M.T. (2015), "Response-spectrum analysis for barge impacts on bridge structures", ASCE J. Bridg. Eng., 20(12), 04015017. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000772
  6. Davidson, M.T., Consolazio, G.R., Getter, D.J. and Shah, F.D. (2013), "Probability of collapse expression for bridges subject to barge collision", J. Bridg. Eng., 18(4), 287-296. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000376
  7. Dong, Z.F., Guo, J. and Wang, J.J. (2009), "Review of bridge collapse and prevention measures", Highw., 16(2), 30-32.
  8. Fan, W. and Yuan, W.C. (2014), "Numerical simulation and analytical modeling of pile-supported structures subjected to ship collisions including soil-structure interaction", Ocean Eng., 91, 11-27. https://doi.org/10.1016/j.oceaneng.2014.08.011
  9. Fan, W., Zhang, Y.Y. and Liu, B. (2016), "Modal combination rule for shock spectrum analysis of bridge structures subjected to barge collisions", J. Eng. Mech., 142(2), 04015083. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001004
  10. Fryba, L. (2004), "Dynamic behavior of bridges due to high speed trains", Proceedings of the Bridges for High Speed Railways, Porto, Portugal.
  11. GB5599-85 (1985), Railway Vehicle Specification for Evaluating the Dynamic Performance and Accreditation Test, National Bureau of Standards, Beijing, China.
  12. Getter, D.J., Consolazio, G.R. and Davidson, M.T. (2011), "Equivalent static analysis method for barge impact-resistant bridge design", J. Bridg. Eng., 16(6), 718-727. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000224
  13. Huang, H. (2016), "The Xiangtan railway bridge on Shanghai-Kunming railway line was collided by a ship and the trains passing the bridge were delayed", Xinmin Net.
  14. Husem, M. and Cosgun, S.I. (2016), "Behavior of reinforced concrete plates under impact loading: Different support conditions and sizes", Comput. Concrete, 18(3), 389-404. https://doi.org/10.12989/cac.2016.18.3.389
  15. Jahangiri, M. and Zakeri, J.A. (2017), "Dynamic analysis of trainbridge system under one-way and two-way high-speed train passing", Struct. Eng. Mech., 64(1), 33-44.
  16. Laigaard, J.J., Svensson, E. and Ennemark, E. (1996), "Shipinduced derailment on a railway bridge", Struct. Eng., 6(2), 107-112.
  17. Larson, O.D. (1993), Ship Collision with Bridges, Struct. Eng. Docum. No. 4, IABSE Switzerland.
  18. LS-DYNA User Manual (2007), Version 971, Livermore Software Tech. Corp., Livermore, California, U.S.A.
  19. Malvar, L.J., Crawford, J.E., Wesevich, J.W. and Simons, D. (1994), A New Concrete Material Model for DYNA3D, Karagozian & Case, Glendale, California, U.S.A.
  20. Markovich, N., Kochavi, E. and Ben-Dor, G. (2011), "An improved calibration of the concrete damage model", Fin. Elem. Analy. Des., 47(11), 1280-1290. https://doi.org/10.1016/j.finel.2011.05.008
  21. Meir-Dornberg, K.E. (1983), "Ship collisions, safety zones, and loading assumptions for structures in inland waterways", VDI Berichte, 496(1), 1-9.
  22. Minorsky, N. (1953), "On interaction of non-linear oscillations", J. Frankl. Inst., 256(2), 147-165. https://doi.org/10.1016/0016-0032(53)90941-7
  23. Mosayebi, S.A., Zakeri, J.A. and Esmaeili, M. (2017), "Vehicle/track dynamic interaction considering developed railway substructure models", Struct. Eng. Mech., 61(6), 775-784. https://doi.org/10.12989/sem.2017.61.6.775
  24. Podworna, M. (2017), "Dynamic response of steel-concrete composite bridges loaded by high-speed train", Struct. Eng. Mech., 62(2), 179-196. https://doi.org/10.12989/sem.2017.62.2.179
  25. Rezvani, M.A., Vesali, F. and Eghbali, A. (2013), "Dynamic response of railway bridges traversed simultaneously by opposing moving trains", Struct. Eng. Mech., 36(5), 713-734.
  26. Sha, Y.Y. and Hao, H. (2012), "Nonlinear finite element analysis of barge collision with a single bridge pier", Eng. Struct., 41, 63-76. https://doi.org/10.1016/j.engstruct.2012.03.026
  27. Svensson, H. (2009), "Protection of bridge piers against ship collision", Steel Constr., 2(1), 21-35. https://doi.org/10.1002/stco.200910004
  28. TB10002.1 (2005), Fundamental Code for Design on Railway Bridge and Culvert in China, China Railway Publishing House, Beijing, China.
  29. TB10621-2014 (2015), Code for Design of High Speed Railway, China Railway Publishing House, Beijing, China.
  30. TG/GW209 (2014), Code for Rating Operational Performance of HSR Bridge in China, China Railway Publishing House, Beijing, China.
  31. Tu, Z. and Lu, Y. (2009), "Evaluation of typical concrete material models used in hysdrocodes for high dynamic response simulations", Int. J. Imp. Eng., 36(1), 132-146. https://doi.org/10.1016/j.ijimpeng.2007.12.010
  32. Walters, R.A., Davidson, M.T., Consolazio, G.R. and Patev, R.C. (2017), "Characterization of multi-barge flotilla impact forces on wall structures", Mar. Struct., 51, 21-39. https://doi.org/10.1016/j.marstruc.2016.09.005
  33. Wardhana, K. and Hadipriono, F.C. (2003), "Analysis of recent bridge failures in the United States", J. Perform. Constr. Facil., 17(3), 144-150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144)
  34. Woisin, G. (1976), "The collision tests of the GKSS", Jahrbuch Schiffbautech Gesellsch, 70, 465-487.
  35. Xia, H., De Roeck, G. and Goicolea, J.M. (2012), Bridge Vibration and Controls: New Research, Nova Science Publishers Inc., New York, U.S.A.
  36. Xia, H., Zhang, N. and Guo, W.W. (2017), Dynamic Interaction of Train-Bridge Systems in High-Speed Railways-Theory and Applications, Springer Nature, Berlin, Germany.
  37. Xia, C.Y., Xia, H. and De, R.G. (2014), "Dynamic response of a train-bridge system under collision loads and running safety evaluation of high-speed trains", Comput. Struct., 140(6), 23-38. https://doi.org/10.1016/j.compstruc.2014.04.010
  38. Xia, C.Y., Zhang, N., Xia, H., Ma, Q. and Wu, X. (2016), "A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision", Struct. Eng. Mech., 59(4), 683-701. https://doi.org/10.12989/sem.2016.59.4.683
  39. Xuan, Y. and Zhang, D. (2001), "Derailment of train induced by vessel collision on railway bridge pier", Bridg. Abroad, 19(4), 60-64.
  40. Yin, X.F., Liu, Y. and Kong, B. (2016), "Vibration behaviors of a damaged bridge under moving vehicular loads", Struct. Eng. Mech., 58(2), 199-216. https://doi.org/10.12989/sem.2016.58.2.199
  41. Yuan, P., Harik, I.E. and Davidson, M.T. (2008), Multi-Barge Flotilla Impact Forces on Bridges, Research Report, Kentucky Transportation Center, University of Kentucky, U.S.A.

Cited by

  1. Design and Simulation Analysis of a New Type of Assembled UHPC Collision Avoidance vol.10, pp.13, 2020, https://doi.org/10.3390/app10134555
  2. Numerical study of rockfall impact on bridge piers and its effect on the safe operation of high-speed trains vol.17, pp.1, 2021, https://doi.org/10.1080/15732479.2020.1730406