DETERMINING DEPENDENCE OF THE CHANGE IN NORMAL STRESSES IN RAIL ON ITS WEAR DEGREE
https://doi.org/10.30932/1992-3252-2019-17-5-38-56
Abstract
The objective of this work is to obtain and describe the dependence of the edge stresses in a rail as a function of wear magnitude. The obtained dependence is used to determine the maximum stresses. The technique consists in constructing a spline approximation of a worn rail profile. The proposed approach allows simulating real rail wear (vertical and lateral wearing). The work has applied in MathCAD environment a practical algorithm for calculating the influence of the degree of rail wear on the increase in the maximum bending stresses and on decrease in permissible loads.
A technique has been developed for simulating the profile and calculating the normal contour stresses during rail bending, considering the wear magnitude. It is applied to the movement of a rail wheelset along the rail track in a straight section of the track. The technique also allows considering horizontal lateral force from the wheel flange during movement of various types of rolling stock in curved track sections. Calculations have been carried out and a nonlinear dependence of the growth of maximum compressive and tensile normal stresses on the degree of wear has been obtained. Three characteristic ranges have been identified and recommendations have been given for reducing the destructive load with regard to rail wear.
Keywords
About the Authors
A. N. BondarenkoRussian Federation
Ph.D. (Eng), Head of the IBM technology section of MIIT-Expert Training and Research Center of the Institute of Management, Control and Digital Technology
Moscow
S. E. Orlov
Russian Federation
leading engineer of Leading Center of Welding Technology in Transport Sector of the Institute of Management, Control and Digital Technology of
Moscow
V. I. Karabanov
Russian Federation
Deputy Director General for research
Togliatti
References
1. Grechneva, M. V., Medvedev, S. I., Nezhivlyak, A. E. Reducing lateral wear of railway rails using plasma surface hardening [Snizhenie bokovogo iznosa zheleznodorozhnykh relsov pri pomoshchi plazmennofo poverkhnostnogo uprocheniya]. Vestnik ISTU, 2010, Iss. 6, pp. 29–34.
2. Ranjha, S. A., Ding, K., Mutton, P. J., Kapoor, A. Mechanical state of the rail underhead region under heavy haul operations. CORE2012: Global Perspectives; Conference on railway engineering, 10–12 September 2012, Brisbane, Australia.
3. Pokatsky, V. A., Tarasov, A. V. Assessment of intensity of lateral wear of various types of rails [Otsenka intensivnosti bokovogo iznosa razlichnykh tipov relsov]. Bulletin of the Samara Scientific Center of the Russian Academy of Sciences, 2011, Iss. 3, pp. 1187–1188.
4. Federal Law of December 27, 2002 No. 184-FZ «On Technical Regulation» [Federalniy zakon ot 27 dekabrya 2002 goda No. 184-FZ «O tekhnicheskom regulirovanii»].
5. Federal Law of February 9, 2007 No. 16-FZ «On Transport Security» [Federalniy zakon ot 9 fevralya 2007 No. 16-FZ «O transportnoi bezopasnosti»].
6. Technical regulations of the Customs Union «On safety of railway transport infrastructure» (TR TS003/2011) [Tekhnicheskiy reglament TS «O bezopasnosti infrastruktury zheleznodorozhnogo transporta» (TR TS003/2011].
7. GOST R57179-2016. Thermite rail welding. Testing and quality control procedure [GOST R57179-2016 «Svarka relsov termitnaya. Metodika ispytanii i kontrolya kachestva»].
8. Jeong, D. Y., Tang, Y. H., Orringer, O. Estimation of rail wear limits based on rail strength investigations. Volpe center final report, 1998. DOT/FRA/ORD‑98/07. [Electronic resource]: https://www.fra.dot.gov/Elib/Document/2935. Last accessed 11.09.2019.
9. Jeong, D. Y. Analytical modeling of rail defects and its applications to rail defect management. Volpe center technical report for the UIC/WEC joint research project on rail defect management, 2003. [Electronic resource]: https://rosap.ntl.bts.gov/view/dot/8995/dot_8995_DS1.pdf. Last accessed 11.09.2019.
10. Lyons, M. L., Jeong, D. Y., Gordon, J. E. Fracture mechanics approach to estimate rail wears limits. Proceedings of the 2009 ASME rail transportation division, Fall technical conference RTDF 2009. October 20–22, 2009, Fort Worth, Texas, USA. [Electronic resource]: http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.818.8345&rep=rep1&type=pdf. Last accessed 11.09.2019.
11. Rules for calculation of the strength of the track superstructure [Pravila proizvodstva raschehtov verkhnego stroeniya zheleznodorozhnogo puti na prochnost’]. Moscow, Transzheldorizdat publ., 1954, 70 p.
12. Rules for calculating track regarding strength and reliability depending on the class of lines (1st edition) [Pravila rascheta puti na prochnost’ i nadezhnost’ v zavisimosti ot klassa linii (1-ya redaktsiya)]. MPS VNIIZhT. Moscow, 1999, 96 p.
13. Karpushchenko, N. I., Bondarenko, A. N., Ivanova, L. I. Calculation of the railway track for strength and stability: Study guide [Raschet zheleznodorozhnogo puti na prochnost i ustoichivost: Ucheb. posobie]. Novosibirsk, Publishing House SGUPS, 2002, 62 p.
14. GOST R51685-2013 «Railway rails. General specifications» [GOST R51685-2013 «Relsy zheleznodorozhnie. Obshchie tekhnicheskie usloviya»].
Review
For citations:
Bondarenko A.N., Orlov S.E., Karabanov V.I. DETERMINING DEPENDENCE OF THE CHANGE IN NORMAL STRESSES IN RAIL ON ITS WEAR DEGREE. World of Transport and Transportation. 2019;17(5):38-56. https://doi.org/10.30932/1992-3252-2019-17-5-38-56