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Improving the technical condition level of the railway track

https://doi.org/10.46973/0201-727X_2023_3_125

Abstract

A change in the regulatory parameters in the track design and its elements, as well as a change in the technology of work, leads to a change in the nature of the interaction of rolling stock and track elements, a change in the type and characteristics of various mal-functions, especially for conditions of intensive track operation. The calculations to be done by modeling have established that for a serviceable and workable track structure, the stress safety factor in the most loaded cross-section of the rail is 1.7 with a rigid (stabilized) sub-rail base, 1.3 with a weak (soft, immediately after repair of the sub-rail base). Both with a weak and with a rigid sub-rail base, in case of destruction of the receiving sleeper or its absence, the safety margin coefficient was 0.82. Currently, given the relatively low complexity of perform-ing work with the use of adjustment pads (cards) on local sections, as well as a relatively short period of time required to perform these works, this method has become widely used to elim-inate malfunctions in the form of local subsidence, distortions, and other deviations in the position of the rail threads of the railway track in the profile. At the preliminary stage, it was found that the consequence of reducing the under-rail support platform when using adjustment pads (cards) is a decrease in the elastic modulus of the under-rail base by 7-15 % and an increase by 8-12 % fatigue processes of degradation of rail steel.

About the Author

N. I. Kovalenko
Russian University of Transport (MIIT)
Russian Federation

Nikolay I. Kovalenko - Chair «Track and Track Facilities», Doctor of Engineering Sciences, Professor.



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For citations:


Kovalenko N.I. Improving the technical condition level of the railway track. Vestnik Rostovskogo Gosudarstvennogo Universiteta Putej Soobshcheniya. 2023;(3):125-134. (In Russ.) https://doi.org/10.46973/0201-727X_2023_3_125

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