Stress-strain state of railway fastening elements under high-speed train movement

2025

Full text Open access: Gold Metadata (CSL-JSON)
DOI 10.21595/vp.2025.25654
Data confidence 70 medium
How this score is calculated

It is built from checkable properties of the record itself: whether the article has a DOI, how many independent sources confirmed its data, whether the required fields are filled in, and how recent the latest confirmation is. Disagreement between sources and a missing identifier lower it. A value of 80 or above means the record was published without further checking; 60 to 79 means it is published at reduced confidence, with a manual check advisable. A record verified by an editor by hand is never pushed below 90 by a recalculation. This scores our data about the article, not the article itself.

Abstract

This study investigates the stress-strain state of the KZF-07 rail fastenings under high-speed train movement using the finite element method (FEM). The modeling showed that the stresses in the key components of the fastenings (sleeper, baseplate, clamp, screws, and dowels) do not exceed the allowable values, confirming their reliability. Increasing the stiffness of the rail pads reduces longitudinal stresses, improving the service life of the rails, while the metal components have nearly unlimited service life. It is recommended to optimize the design of the rail pads and investigate the material stability against aging. The obtained results contribute to improving the safety and durability of the railway track under high-speed conditions.