2020
DOI: 10.1088/1757-899x/760/1/012001
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Evaluation of the strain-stress condition of rails

Abstract: The paper presents semi-analytical approaches to the method of evaluating strain-stress mode of railway rails when a part of the solution is in the form of ramp functions whose rate of change cannot be adequately considered using the standard method of finite elements. The proposed model of a multipoint boundary value problem allows for effective evaluation of the rail’s work against the changing of its profile, i.e. due to its wear.

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Cited by 3 publications
(1 citation statement)
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“…The increase in vehicle speeds, passenger and cargo transportation, connectivity of settlements and territories within a single agglomeration forces the development of transport highways, including not only the construction and reconstruction of transport infrastructure facilities, but also the improvement of the operational characteristics of the existing transport network [1], including rail transport. From the point of view of deformation of the upper structure of the path [1,2], the most vulnerable are the areas with different rigidity, for example, structures of a ballast-free path (due to possible problems with water drainage and frost heaving) (Fig. 1a), the paths in deep recesses and tunnels (due to the peculiarities of groundwater occurrence) (Fig.…”
Section: Introductionmentioning
confidence: 99%
“…The increase in vehicle speeds, passenger and cargo transportation, connectivity of settlements and territories within a single agglomeration forces the development of transport highways, including not only the construction and reconstruction of transport infrastructure facilities, but also the improvement of the operational characteristics of the existing transport network [1], including rail transport. From the point of view of deformation of the upper structure of the path [1,2], the most vulnerable are the areas with different rigidity, for example, structures of a ballast-free path (due to possible problems with water drainage and frost heaving) (Fig. 1a), the paths in deep recesses and tunnels (due to the peculiarities of groundwater occurrence) (Fig.…”
Section: Introductionmentioning
confidence: 99%