Solution of the problems of system reliability by modeling the stress-strain state of rail track using the theory of elastic waves propagation

Authors

  • I. O. Bondarenko Department of Railway and Railway's Facilities, the Dnepropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • D. M. Kurgan Department of Railway and Railway's Facilities, the Dnepropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine https://orcid.org/0000-0002-9448-5269

DOI:

https://doi.org/10.15802/stp2013/9608

Keywords:

reliability, stress, wave, elasticity, railway track

Abstract

Purpose:The analysis of opportunities of the current practical methods for the track strength calculation and their comparison with the proposed method of calculation using the theory of elastic waves propagation.Methodology. The analytical analysis of equations set–up and their solution of the stress state of the track elements by different techniques is applied. Simulation method is used to create a model of railway track.Findings.Initially, the equations describing a stress state of the track elements have differential components for the time and dynamic loading accounting. However, for the majority of problems solving, they are significantly simplified – the difficult dependences are replaced with the empirical coefficients, some parameters are simply neglected. The limits of calculation applicability, imposed on them by certain admissions are resulted. The possibilities of the track model construction based on the theory of elastic waves propagation are given as an alternative. Then time of stress effect, the involved masses and other indicators are subordinated to the front of the waves propagation, and the balance equations are based on dynamic presentation of the elasticity theory. Originality.The general principles of track model formation based on the theory of elastic waves propagation as an alternative to the equations with differential components for time and dynamic loads accounting are proved. Practical value. These developments can be used as a tool for solving the problems related to the railway track reliability.

Author Biographies

I. O. Bondarenko, Department of Railway and Railway's Facilities, the Dnepropetrovsk National University of Railway Transport named after Academician V. Lazaryan

Lazaryan st. 2, 49010, Dnepropetrovsk, Ukraine

 

D. M. Kurgan, Department of Railway and Railway's Facilities, the Dnepropetrovsk National University of Railway Transport named after Academician V. Lazaryan

Lazaryan st. 2, 49010, Dnepropetrovsk, Ukraine, tel. +380563731542, e-mail kurgan@brailsys.com

References

Albrekht V.G., Lyashchenko V.N., Pershin S.P., Shulga V.Ya. Besstykovoy put i dlinnye relsy [Continuous welded rail track and long rails]. Moscow, Transport Publ., 1963. 214 p.

Bondarenko I.O., Kurhan D.M. Zastosuvannia teorii rozpovsiudzhennia pruzhnykh khvyl dlia vyrishennia zadach napruzheno-deformatsiinoho stanu zaliznychnoi kolii [Application of the elastic wave propagation theory for the solution of tasks of the railway track deflected mode]. Zbirnyk naukovykh prats Derzhavnoho ekonomiko-tekhnolohichnoho universytetu transportu “Transportni systemy i tekhnolohii” [Proceedings of the State Economic and Technologic Transport University “transport systems and Tecnology”], 2011, issue 18, pp. 14-18.

Bondarenko I.O., Kurhan D.M., Patlasov O.M., Savluk V.Ye. Vykorystannia tsyfrovoi vymiriuvalnoi tekhniky dlia eksperymentalnykh doslidzhen vzaiemodii kolii i rukhomoho skladu [The use of measurement technology for experimental research of the track and rolling stock interaction] Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University named after Academician V. Lazaryan], 2011, issue 37, pp. 124-128.

Danilenko, E.I., Rybkin V.V., Danilenko E.I. TsP-0117. Pravyla rozrakhunkiv zaliznychnoi kolii na mitsnist i stiikist [TsP-0117. The computations rules of the railway track for strength and stability]. Kyiv, Transport Ukrainy Publ., 2004. 64 p.

Karpushchenko N.I., Yakovlev A.V. Velichko D.V., Gurskiy V.A. Vibrozashchitnyye konstruktsii puti dlya transportnykh tonneley i metropolitenov [Vibroprotective track constructions for transport tunnel and under-grounds]. Novosibirsk Nauka Publ., 2011. 200 p.

Kogan A.Ya. Dinamika puti i yego vzaimodeystviye s podvizhnym sostavom [Railway track dynamics and its intreraction with the rolling stock]. Moscow, Transport Publ., 1997. 326 p.

Kolskiy G. Volny napryazheniya v tverdykh telakh [Stress waves in the solid body]. Moscow, Izd-vo inostrannoy lit. Publ., 1955. 192 p.

Landau L.D., Lifshits L.D. Teoreticheskaya fizika. T. VII. Teoriya uprugosti (Theoretical physics. Vol. VII. Elastic theory), Moscow, Nauka Publ., 1987. 248 p.

Likhtberger B. «Zheleznodorozhnyy put» [Railway track]. Gamburg, DVV Media Group GmbH Publ., 2010. 434 p.

Chernyshov M.A. Prakticheskiye metody rascheta puti [Practical method of the track computation]. Moscow, Transport Publ., 1967. 236 p.

Published

2021-04-06

How to Cite

Bondarenko, I. O., & Kurgan, D. M. (2021). Solution of the problems of system reliability by modeling the stress-strain state of rail track using the theory of elastic waves propagation. Science and Transport Progress, (1(43), 139–148. https://doi.org/10.15802/stp2013/9608

Issue

Section

ROLLING STOCK AND TRAIN TRACTION