DOI QR코드

DOI QR Code

Damage identification of vehicle-track coupling system from dynamic responses of moving vehicles

  • Zhu, Hong-Ping (School of Civil Engineering and Mechanics, Huazhong University of Science and Technology) ;
  • Ye, Ling (School of Civil Engineering and Mechanics, Huazhong University of Science and Technology) ;
  • Weng, Shun (School of Civil Engineering and Mechanics, Huazhong University of Science and Technology) ;
  • Tian, Wei (School of Civil Engineering and Mechanics, Huazhong University of Science and Technology)
  • Received : 2017.12.26
  • Accepted : 2018.03.25
  • Published : 2018.05.25

Abstract

The structural responses are often used to identify the structural local damages. However, it is usually difficult to gain the responses of the track, as the sensors cannot be installed on the track directly. The vehicles running on a track excite track vibration and can also serve as response receivers because the vehicle dynamic response contains the vibration information of the track. A damage identification method using the vehicle responses and sensitivity analysis is proposed for the vehicle-track coupling system in this paper. Different from most damage identification methods of vehicle-track coupling system, which require the structural responses, only the vehicle responses are required in the proposed method. The local damages are identified by a sensitivity-based model updating process. In the vehicle-track coupling system, the track is modeled as a discrete point supported Euler-Bernoulli beam, and two vehicle models are proposed to investigate the accuracy and efficiency of damage identification. The measured track irregularity is considered in the calculation of vehicle dynamic responses. The measurement noises are also considered to study their effects to the damage identification results. The identified results demonstrate that the proposed method is capable to identify the local damages of the track accurately in different noise levels with only the vehicle responses.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, Central Universities

References

  1. Alvandi, A. and Cremona, C. (2006), "Assessment of vibrationbased damage identification techniques", J. Sound. Vib., 292, 179-202. https://doi.org/10.1016/j.jsv.2005.07.036
  2. Au, F.T.K., Jiang, R.J. and Cheung, Y.K. (2004), "Parameter identification of vehicles moving on continuous bridges", J. Sound Vib., 269, 91-111. https://doi.org/10.1016/S0022-460X(03)00005-1
  3. Bu, J.Q., Law, S.S., Zhu, X.Q. and Chan, S.L. (2006), "Vehicle condition surveillance on continuous bridges based on response sensitivity", P. I. Mech. Eng. C-J. Mec., 132(1), 78-86.
  4. Chen, Y.B., Feng, M.Q. and Tan, C.A. (2009), "Bridge structural condition assessment based on vibration and traffic monitoring", J. Eng. Mech. -ASCE, 135(8), 747. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:8(747)
  5. Deng, L. and Cai, C.S. (2009), "Identification of parameters of vehicles moving on bridges", Eng. Struct., 31, 2474-2485. https://doi.org/10.1016/j.engstruct.2009.06.005
  6. Fan, W. and Qiao, P.Z. (2010), "Vibration-based damage identification methods: a review and comparative study", Struct. Health Monit., 10(1), 83-129.
  7. Feng, D.M. and Feng, M.Q. (2017), "Identification of structural stiffness and excitation forces in time domain using noncontact vision-based displacement measurement", J. Sound. Vib., 406, 15-28. https://doi.org/10.1016/j.jsv.2017.06.008
  8. Gonzalez, A., Rowley, C. and O'Brien, E.J. (2008), "A general solution to the identification of moving vehicle forces on a bridge", Int. J. Numer. Meth. Eng., 75(3), 335-354. https://doi.org/10.1002/nme.2262
  9. Guo, C. (2000), "Analysis of random vibration for vehicle and track coupling system", Ph.D. Dissertation, South West Jiaotong University, Chengdu.
  10. He, W.Y., Ren, W.X. and Zhu, S.Y. (2017), "Damage detection of beam structures using quasi-static moving load induced displacement response", Eng. Struct., 145, 70-82. https://doi.org/10.1016/j.engstruct.2017.05.009
  11. Jiang, R.J., Au, F.T.K. and Cheung, Y.K. (2004), "Identification of vehicles moving on continuous bridges with road surface", J. Sound Vib., 274, 1045-1063. https://doi.org/10.1016/S0022-460X(03)00664-3
  12. Kong, X., Cai, C.S. and Kong, B. (2014), "Damage detection based on transmissibility of a vehicle and bridge coupled system", J. Eng. Mech. -ASCE, 141.
  13. Kraft, S., Puel, G., Aubry, D. and Funfschilling, C. (2016), "Parameter identification of mult-body railway vehicle models-Application of the adjoint state approach", Mech. Syst. Signal Pr., 80, 517-532. https://doi.org/10.1016/j.ymssp.2016.04.037
  14. Kunwar, A., Jha, R., Whelan, M. and Janoyan, K. (2013), "Damage detection in an experimental bridge model using Hilbert-Huang transform of transient vibrations", Struct. Control Health Monit., 20, 1-15. https://doi.org/10.1002/stc.466
  15. Lei, X. and Noda, N.A. (2002), "Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile", J. Sound. Vib., 258(1), 147-165. https://doi.org/10.1006/jsvi.2002.5107
  16. Lu, Z.R. and Law, S.S. (2007), "Features of dynamic response sensitivity and its application in damage detection", J. Sound Vib., 303(1-2), 305-329. https://doi.org/10.1016/j.jsv.2007.01.021
  17. Majumder, L. and Manohar, C.S. (2003), "A time-domain approach for damage detection in beam structures using vibration data with a moving oscillator as an excitation source", J. Sound. Vib., 268, 699-716. https://doi.org/10.1016/S0022-460X(02)01555-9
  18. Ni, Y.Q., Ye, X.W. and Ko, J.M. (2010), "Monitoring-based fatigue reliability assessment of steel bridges: analytical model and application", J. Struct. Eng.-ASCE, 163(12), 1563-1573.
  19. Ni, Y.Q., Ye, X.W. and Ko, J.M. (2012), "Modeling of stress spectrum using long-term monitoring data and finite mixture distributions", J. Struct. Eng.-ASCE, 138(2), 175-183.
  20. Pakrashi, V., O'Connor, A. and Basu, B. (2010), "A bridge-vehicle interaction based experimental investigation of damage evolution", Struct. Health Monit., 9(4), 285-312. https://doi.org/10.1177/1475921709352147
  21. Yang, Y.B. and Lin. C.W. (2005), "Vehicle-bridge interaction dynamics and potential applications", J. Sound Vib., 284, 205-226. https://doi.org/10.1016/j.jsv.2004.06.032
  22. Zhan, J.W., Xia, H., Chen, S.Y. and Roeck, G.D. (2010), "Structural damage identification for railway bridges based on train-induced bridge responses and sensitivity analysis", J. Sound Vib., 330, 757-770.
  23. Zhang, J.H., Guo, P., Lin, J.W. and Wang, K. (2016), "A mathematical model for coupled vibration system of road vehicle and coupling effect analysis", Appl. Math. Model., 40, 1199-1217. https://doi.org/10.1016/j.apm.2015.07.012
  24. Zhu, X.Q., Law, S.S., Huang, L. and Zhu, S.Y. (2018), "Damage identification of supporting structures with a moving sensory system", J. Sound. Vib., 415, 111-127. https://doi.org/10.1016/j.jsv.2017.11.032