Determination of the modulus of elasticity of railway track with BF70 sleepers

The purpose of this work is to determine the modulus of elasticity of the under-rail base, which are the main elastic characteristics that determine the stresses in the elements of the track structure under the dynamic load from the train. Traditionally, the modulus of elasticity of the track is det...

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Main Authors: Begmatov Nodir, Ergashev Ulugbek
Format: Article
Language:English
Published: EDP Sciences 2024-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/45/e3sconf_tt21c-2024_02003.pdf
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author Begmatov Nodir
Ergashev Ulugbek
author_facet Begmatov Nodir
Ergashev Ulugbek
author_sort Begmatov Nodir
collection DOAJ
description The purpose of this work is to determine the modulus of elasticity of the under-rail base, which are the main elastic characteristics that determine the stresses in the elements of the track structure under the dynamic load from the train. Traditionally, the modulus of elasticity of the track is determined on the basis of experimental studies. In this paper, the modulus of elasticity of the under-rail base is determined by calculation. For this purpose, a finite element model of the railway track was created in the Femap with NX Nastran software package, and the deflections of the rails from different forces transmitted from the wheel were determined by means of modelling. Values of the elastic modulus of the sub-rail base for the track with BF70 sleepers were obtained. The results make it possible to carry out a set of calculations of the railway track with BF70 sleepers for strength and stability.
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spelling doaj.art-3a8eb1739ba748029adf6256497b92132024-04-17T09:12:18ZengEDP SciencesE3S Web of Conferences2267-12422024-01-015150200310.1051/e3sconf/202451502003e3sconf_tt21c-2024_02003Determination of the modulus of elasticity of railway track with BF70 sleepersBegmatov Nodir0Ergashev Ulugbek1Tashkent State Transport UniversityTashkent State Transport UniversityThe purpose of this work is to determine the modulus of elasticity of the under-rail base, which are the main elastic characteristics that determine the stresses in the elements of the track structure under the dynamic load from the train. Traditionally, the modulus of elasticity of the track is determined on the basis of experimental studies. In this paper, the modulus of elasticity of the under-rail base is determined by calculation. For this purpose, a finite element model of the railway track was created in the Femap with NX Nastran software package, and the deflections of the rails from different forces transmitted from the wheel were determined by means of modelling. Values of the elastic modulus of the sub-rail base for the track with BF70 sleepers were obtained. The results make it possible to carry out a set of calculations of the railway track with BF70 sleepers for strength and stability.https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/45/e3sconf_tt21c-2024_02003.pdf
spellingShingle Begmatov Nodir
Ergashev Ulugbek
Determination of the modulus of elasticity of railway track with BF70 sleepers
E3S Web of Conferences
title Determination of the modulus of elasticity of railway track with BF70 sleepers
title_full Determination of the modulus of elasticity of railway track with BF70 sleepers
title_fullStr Determination of the modulus of elasticity of railway track with BF70 sleepers
title_full_unstemmed Determination of the modulus of elasticity of railway track with BF70 sleepers
title_short Determination of the modulus of elasticity of railway track with BF70 sleepers
title_sort determination of the modulus of elasticity of railway track with bf70 sleepers
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/45/e3sconf_tt21c-2024_02003.pdf
work_keys_str_mv AT begmatovnodir determinationofthemodulusofelasticityofrailwaytrackwithbf70sleepers
AT ergashevulugbek determinationofthemodulusofelasticityofrailwaytrackwithbf70sleepers