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The paper suggests application of an experimental method for the assessment of the dynamic effect of a locomotive underframe on the railway track. The assessment is to be based on spectral analysis of the response of structural elements of the railway track undergoing a shock pulse. Application of digital measuring systems for monitoring of motion of the train is also proposed.
Czasopismo
Rocznik
Tom
Strony
421--432
Opis fizyczny
Bibliogr. 23 poz., rys., tab.
Twórcy
autor
- Kazakh Academy of Transport and Communications Named after M. Tynyshpayev, Department of Transport Engineering and Technologies, Almaty, Kazakhstan
autor
- Kazakh Academy of Transport and Communications Named after M. Tynyshpayev, Department of Transport Engineering and Technologies, Almaty, Kazakhstan
autor
- Kazakh Academy of Transport and Communications Named after M. Tynyshpayev, Department of Transport Engineering and Technologies, Almaty, Kazakhstan
autor
- Kazakh Academy of Transport and Communications Named after M. Tynyshpayev, Department of Transport Engineering and Technologies, Almaty, Kazakhstan
autor
- Kazakh National Technical University Named after K.I. Satpayev, Department of Applied Mechanics and Basics of Machine Design, Almaty, Kazakhstan
autor
- Kazakh National Technical University Named after K.I. Satpayev, Department of Applied Mechanics and Basics of Machine Design, Almaty, Kazakhstan
Bibliografia
- 1. Abdelkrim M., Bonnet G., Buhan P., 2003, A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading, Computers and Geotechnics, 30, 463-476
- 2. Alves Costa P., Calc¸ada R., Cardoso A.S., Bodare A., 2010, Influence of soil non-linearity on the dynamic response of high-speed railway track, Soil Dynamics and Earthquake Engineering, 30, 4, 221-235
- 3. Berggren E.G., Kaynia A.M., Dehlbom B., 2010, Identification of substructure properties of railway tracks by dynamic stiffness measurements and simulations, Journal of Sound and Vibration, 329, 3999-4016
- 4. Bodare A., 2009, Evaluation of track stiffness with a vibrator for prediction of train-induced displacement on railway embankments, Soil Dynamics and Earthquake Engineering, 29, 8, 1187- -1197
- 5. Choi J.Y., 2013a, Influence of track support stiffness of ballasted track on dynamic wheel-rail forces, Journal of Transportation Engineering, 139, 709-718
- 6. Choi J.Y., 2013b, Prediction of displacement induced by tilting trains running on ballasted tracks through measurement of track impact factors, Engineering Failure Analysis, 31, 360-374
- 7. Choi J.Y., Lee D.W., Park Y.G., 2011a, A study on the evaluation of track support stiffness on the various track type in urban transit, Journal of the Korean Society for Railway, 14, 3, 262-270
- 8. Choi J.Y., Park Y.G., Lee S.M., 2011b, The evaluation of track impact factor on the various track type in urban transit, Journal of the Korean Society for Railway, 14, 3, 248-255
- 9. Clark R., 2004, Rail flaw detection: overview and needs for future developments, NDT&E International, 37, 2, 111-118
- 10. Hall L., 2002, Simulations and analyses of train-induced ground vibrations in nite element models, Soil Dynamics and Earthquake Engineering, 23, 403-413
- 11. Hamet J.F., 1999, Railway noise: use of the Timoshenko model in rail vibration studies, Acustica, 85, 1-12
- 12. Kaewunruen S., Remennikov A., 2006a, Non-destructive testing (NDT): a tool for dynamic health monitoring of railway track structures, Materials Australia, 39, 6, 14-16
- 13. Kaewunruen S., Remennikov A., 2006b, Sensitivity analysis of free vibration characteristics of an in-situ railway concrete sleeper to variations of rail pad parameters, Journal of Sound and Vibration, 298, 1/2, 453-461
- 14. Kaewunruen S., Remennikov A., 2007a, Effect of improper ballast tamping packing on dynamic behaviors of on-track railway concrete sleeper, International Journal of Structural Stability and Dynamics, 7, 1, 167-177
- 15. Kaewunruen S., Remennikov A.M., 2007b, Field trials for dynamic characteristics of railway track and its components using impact excitation technique, NDT&E International, 40, 7, 510-519
- 16. Knothe K., Grassie S.L., 1993, Modelling of railway track and vehicle/track interaction at high frequencies, Vehicle System Dynamics, 22, 3/4, 209-262
- 17. Kumaran G., Menon D., Krishman Nair K., 2003, Dynamic studies of rail track sleepers in a track structure system, Journal of Sound and Vibration, 268, 485-501
- 18. Li M.X.D., Berggren E.G., 2010, A study of the effect of global track stiffness and its variations on track performance: simulation and measurement, Journal of Rail and Rapid Transit, 224, 375-382
- 19. Li M.X.D., Berggren E.G., Berg M., 2009, Assessment of vertical track geometry quality based on simulations of dynamic track-vehicle interaction, Journal of Rail and Rapid Transit, 223, 131-139
- 20. Liang B., Zhu D., 2001, Dynamic analysis of the vehicle-subgrade model of a vertical coupled system, Journal of Sound and Vibration, 245, 79-92
- 21. Okada K., Ghataora G.S., 2002, Use of cyclic penetration test to estimate the stiffness of railway subgrade, NDT&E International, 35, 65-74
- 22. Smutny J., 2004, Measurement and analysis of dynamic and acoustic parameters of rail fastening, NDT&E International, 37, 119-129
- 23. Wu T.X., Thompson D.J., 2004, The effects of track nonlinearity on wheel/rail impact, Journal of Rail and Rapid Transit, 218, 1, 1-15
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a83aca65-ac0b-4a9d-8eaa-b60c1232851b
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