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Way of Stress and Deformation Calculations in the Rails and Anchor Pins of Mining Rack-Railway Track Cover

Way of Stress and Deformation Calculations in the Rails and Anchor Pins of Mining Rack-Railway Track

Open Access
|Nov 2024

Abstract

Article deals with the calculation issues of deflection and stress in the rail and pins, which are a part of the anchoring design for rack-railway tracks. The rack-railway track, is intended for the transport of excessively heavy loads and people inside mines. A longitudinal track dip can be up to ± 35deg. Practical application is focused on the calculations of pins and rails, for which a novel combination of analytical approaches and FEM is used, with dynamic loading and the theory of beams on an elastic foundation. The methodology is explained in details and the first results are listed. Everything stated in this article can be used to design transport systems not only in mining/underground constructions.

DOI: https://doi.org/10.2478/scjme-2024-0031 | Journal eISSN: 2450-5471 | Journal ISSN: 0039-2472
Language: English
Page range: 27 - 44
Published on: Nov 28, 2024
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2024 Karel Frydrýšek, Jiří Freis, Václav Kolář, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.