An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction

In this article, the computational methodology of the catenary–train–track system vibration analysis is presented and used to estimate the influence of vehicle body vibrations on the pantograph–catenary dynamic interaction. This issue is rarely referred in the literature, although any perturbations...

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Main Authors: Bryja Danuta, Hyliński Adam
Format: Article
Language:English
Published: Sciendo 2020-06-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.2478/sgem-2019-0035
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spelling doaj-809246e30f5f43338a1e1559007abb7e2021-09-05T14:01:52ZengSciendoStudia Geotechnica et Mechanica2083-831X2020-06-0142211112410.2478/sgem-2019-0035sgem-2019-0035An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interactionBryja Danuta0Hyliński Adam1Department of Bridges and Railways, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370Wrocław, PolandDepartment of Bridges and Railways, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370Wrocław, PolandIn this article, the computational methodology of the catenary–train–track system vibration analysis is presented and used to estimate the influence of vehicle body vibrations on the pantograph–catenary dynamic interaction. This issue is rarely referred in the literature, although any perturbations appearing at the pantograph–catenary interface are of great importance for high-speed railways. Vehicle body vibrations considered in this article are induced by the passage of train through the track stiffness discontinuity, being a frequent cause of significant dynamic effects. First, the most important assumptions of the computational model are presented, including the general idea of decomposing catenary–train–track dynamic system into two main subsystems and the concept of one-way coupling between them. Then, the pantograph base vibrations calculated for two train speeds (60 m/s, 100 m/s) and two cases of track discontinuity (a sudden increase and a sudden decrease in the stiffness of track substrate) are analyzed. Two cases of the railway vehicle suspension are considered – a typical two-stage suspension and a primary suspension alone. To evaluate catenary–pantograph dynamic interaction, the dynamic uplift of the contact wire at steady arm and the pantograph contact force is computed. It is demonstrated that an efficiency of the two-stage suspension grows with the train speed; hence, such vehicle suspension effectively suppresses strong sudden shocks of vehicle body, appearing while the train passes through the track stiffness discontinuity at a high speed. In a hypothetical case when the one-stage vehicle suspension is used, the pantograph base vibrations may increase the number of contact loss events at the catenary–pantograph interface.https://doi.org/10.2478/sgem-2019-0035catenary–train–track systemtrack stiffness discontinuityrailway vehicle suspensionvibration simulationscatenary–pantograph dynamic interaction
collection DOAJ
language English
format Article
sources DOAJ
author Bryja Danuta
Hyliński Adam
spellingShingle Bryja Danuta
Hyliński Adam
An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
Studia Geotechnica et Mechanica
catenary–train–track system
track stiffness discontinuity
railway vehicle suspension
vibration simulations
catenary–pantograph dynamic interaction
author_facet Bryja Danuta
Hyliński Adam
author_sort Bryja Danuta
title An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
title_short An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
title_full An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
title_fullStr An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
title_full_unstemmed An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
title_sort influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
publisher Sciendo
series Studia Geotechnica et Mechanica
issn 2083-831X
publishDate 2020-06-01
description In this article, the computational methodology of the catenary–train–track system vibration analysis is presented and used to estimate the influence of vehicle body vibrations on the pantograph–catenary dynamic interaction. This issue is rarely referred in the literature, although any perturbations appearing at the pantograph–catenary interface are of great importance for high-speed railways. Vehicle body vibrations considered in this article are induced by the passage of train through the track stiffness discontinuity, being a frequent cause of significant dynamic effects. First, the most important assumptions of the computational model are presented, including the general idea of decomposing catenary–train–track dynamic system into two main subsystems and the concept of one-way coupling between them. Then, the pantograph base vibrations calculated for two train speeds (60 m/s, 100 m/s) and two cases of track discontinuity (a sudden increase and a sudden decrease in the stiffness of track substrate) are analyzed. Two cases of the railway vehicle suspension are considered – a typical two-stage suspension and a primary suspension alone. To evaluate catenary–pantograph dynamic interaction, the dynamic uplift of the contact wire at steady arm and the pantograph contact force is computed. It is demonstrated that an efficiency of the two-stage suspension grows with the train speed; hence, such vehicle suspension effectively suppresses strong sudden shocks of vehicle body, appearing while the train passes through the track stiffness discontinuity at a high speed. In a hypothetical case when the one-stage vehicle suspension is used, the pantograph base vibrations may increase the number of contact loss events at the catenary–pantograph interface.
topic catenary–train–track system
track stiffness discontinuity
railway vehicle suspension
vibration simulations
catenary–pantograph dynamic interaction
url https://doi.org/10.2478/sgem-2019-0035
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