MODELING THE RAILWAY TRACK PLAN AND ITS CHANGES DURING THE OPERATION PROCESS

Receipt date: 
19.09.2018
Bibliographic description of the article: 

Kholodov P. N., Titov K. M., Podverbnyi V. A. Modelirovanie plana osi zheleznodorozhnogo puti i ego izmeneniya v protsesse ekspluatatsii [Modeling the railway track plan and its changes during the operation process]. Sovremennyye tekhnologii. Sistemnyy analiz. Modelirovaniye [Modern Technologies. System Analysis. Modeling], 2019, Vol. 61, No. 1, pp. 74–81. DOI: 10.26731/1813-9108.2019.1(61).74–81

Section: 
Year: 
2019
Journal number: 
УДК: 
625.111
DOI: 

10.26731/1813-9108.2019.1(61).74–81

Article File: 
Pages: 
74
81
Abstract: 

Design, construction and subsequent repairs of railway tracks must be carried out with sufficient accuracy for this type of work. It is possible to implement this requirement by fixing axes of the railway tracks in the rectangular coordinate systems. The axis of the track is a conventional line passing in the middle of the rail track at the level of the rail surface at an equal distance from the symmetry axes of the rails forming this track and is designed to build design indicators of the railway track and railway infrastructure. In modern design organizations that perform design and survey work for the needs of JSC "Russian Railways", survey and subsequent design of the railway track is calculated in a high-precision coordinate system, and in its absence – in a given coordinate system. In the plan, the track axis consists of straight and curved track sections. The interlinkage of straight and curved track sections, as well as compound curves must be performed with the use of transitional curves. The length of the transitional curves should be calculated taking into account the train traffic comfort and safety, with the necessary elevation of the outer rail. The authors have developed a program that allows one to generate random parameters of the plan of the track axis by constructing rectangular coordinates of points lying on this axis, with a given set of source data. This program implements the possibility of "intentional" transverse displacement of individual points by a random value, the maximum value of which is set in the source data, relative to the track axis, in order to analyze the line plan that is “out of alignment” and its possible restoration to the original outline.

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