Vertical track stiffness effect on dynamic behaviour of track structure

The dynamic modelling of railway track response and of the interaction of vehicle and track at low and mid frequencies that are significant for the track deterioration, is presented. The response of the track subjected to a moving vehicle is simulated for a stationary randomly distributed ballast st...

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Main Author: Milan Moravcik
Format: Article
Language:English
Published: University of Žilina 2004-09-01
Series:Communications
Subjects:
Online Access:https://komunikacie.uniza.sk/artkey/csl-200403-0002_vertical-track-stiffness-effect-on-dynamic-behaviour-of-track-structure.php
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author Milan Moravcik
author_facet Milan Moravcik
author_sort Milan Moravcik
collection DOAJ
description The dynamic modelling of railway track response and of the interaction of vehicle and track at low and mid frequencies that are significant for the track deterioration, is presented. The response of the track subjected to a moving vehicle is simulated for a stationary randomly distributed ballast stiffness with a standard uniform distribution and a normal distribution. The response of the track components is solved by the Finite Element Method. Monte Carlo simulation was applied to estimate the dynamic track response. The dynamic amplification resulting from the simulated passage of the locomotive of the type E 499 (85 t) is presented.
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spelling doaj.art-aa35cd4613e144fe99200f575a17c3832023-04-14T06:29:35ZengUniversity of ŽilinaCommunications1335-42052585-78782004-09-0163101610.26552/com.C.2004.3.10-16csl-200403-0002Vertical track stiffness effect on dynamic behaviour of track structureMilan Moravcik0Department of Mechanics, Faculty of Civil Engineering, University of Zilina, Slovak RepublicThe dynamic modelling of railway track response and of the interaction of vehicle and track at low and mid frequencies that are significant for the track deterioration, is presented. The response of the track subjected to a moving vehicle is simulated for a stationary randomly distributed ballast stiffness with a standard uniform distribution and a normal distribution. The response of the track components is solved by the Finite Element Method. Monte Carlo simulation was applied to estimate the dynamic track response. The dynamic amplification resulting from the simulated passage of the locomotive of the type E 499 (85 t) is presented.https://komunikacie.uniza.sk/artkey/csl-200403-0002_vertical-track-stiffness-effect-on-dynamic-behaviour-of-track-structure.phpno keywords
spellingShingle Milan Moravcik
Vertical track stiffness effect on dynamic behaviour of track structure
Communications
no keywords
title Vertical track stiffness effect on dynamic behaviour of track structure
title_full Vertical track stiffness effect on dynamic behaviour of track structure
title_fullStr Vertical track stiffness effect on dynamic behaviour of track structure
title_full_unstemmed Vertical track stiffness effect on dynamic behaviour of track structure
title_short Vertical track stiffness effect on dynamic behaviour of track structure
title_sort vertical track stiffness effect on dynamic behaviour of track structure
topic no keywords
url https://komunikacie.uniza.sk/artkey/csl-200403-0002_vertical-track-stiffness-effect-on-dynamic-behaviour-of-track-structure.php
work_keys_str_mv AT milanmoravcik verticaltrackstiffnesseffectondynamicbehaviouroftrackstructure