Influence of the operational conditions on static and dynamic stiffness of rail pads

The track has a crucial role in the performance of the rail network as it provides support and guidance to the rolling stock. During train operation, the vehicle-track interaction generates high impact loads and fatigue, which lead to degradation of vehicle components and rail infrastructure. These...

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Autores: Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790, Carrascal Vaquero, Isidro Alfonso|||0000-0002-7045-1267, Ferreño Blanco, Diego|||0000-0003-3533-1881, Pombo, Joao, Casado del Prado, José Antonio, Diego Cavia, Soraya|||0000-0003-4518-7449
Formato: artículo
Fecha de publicación:2020
País:España
Recursos:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/30908
Acesso em linha:https://hdl.handle.net/10902/30908
Access Level:acceso abierto
Palavra-chave:Rail pad
Dynamic stiffness
Temperature
Axel load
Toe load
Frequency
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spelling Influence of the operational conditions on static and dynamic stiffness of rail padsSainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790Carrascal Vaquero, Isidro Alfonso|||0000-0002-7045-1267Ferreño Blanco, Diego|||0000-0003-3533-1881Pombo, JoaoCasado del Prado, José AntonioDiego Cavia, Soraya|||0000-0003-4518-7449Rail padDynamic stiffnessTemperatureAxel loadToe loadFrequencyThe track has a crucial role in the performance of the rail network as it provides support and guidance to the rolling stock. During train operation, the vehicle-track interaction generates high impact loads and fatigue, which lead to degradation of vehicle components and rail infrastructure. These loads tend to increase the maintenance needs and, consequently, the life-cycle-costs of the rail assets. In order to minimize these consequences, rail pads are generally used between the rails and the sleepers in order to provide flexibility to the track and to damp the transmission of noise and vibrations. In ballasted tracks, this flexibility is a combination of the mechanical properties of the ballast and the rail pads. However, in slab tracks, the flexibility of the infrastructure is almost exclusively dependant on the rail pads. These materials exhibit non-linear, dissipative characteristics that are affected by the service conditions such as temperature, frequency, toe load and axle load. This work aims to investigate experimentally different pad materials widely used in the rail industry in order to characterize the influence of these factors on the mechanical characteristics of the rail supporting elements. The detailed characterization of the rail pads enables not only better understanding of their performance in realistic service conditions, but also provides good perspectives for use of these well quantified mechanical properties in studying the vehicle-track dynamic behaviour in different scenarios and predicting the long-term performance of the infrastructure components.This work was supported by FCT, through IDMEC, under LAETA, project UIDB/50022/2020.ElsevierUniversidad de Cantabria20202020-09-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttps://hdl.handle.net/10902/30908Mechanics of Materials, 2020, 148, 103505reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/309082026-06-02T12:39:31Z
dc.title.none.fl_str_mv Influence of the operational conditions on static and dynamic stiffness of rail pads
title Influence of the operational conditions on static and dynamic stiffness of rail pads
spellingShingle Influence of the operational conditions on static and dynamic stiffness of rail pads
Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Rail pad
Dynamic stiffness
Temperature
Axel load
Toe load
Frequency
title_short Influence of the operational conditions on static and dynamic stiffness of rail pads
title_full Influence of the operational conditions on static and dynamic stiffness of rail pads
title_fullStr Influence of the operational conditions on static and dynamic stiffness of rail pads
title_full_unstemmed Influence of the operational conditions on static and dynamic stiffness of rail pads
title_sort Influence of the operational conditions on static and dynamic stiffness of rail pads
dc.creator.none.fl_str_mv Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Carrascal Vaquero, Isidro Alfonso|||0000-0002-7045-1267
Ferreño Blanco, Diego|||0000-0003-3533-1881
Pombo, Joao
Casado del Prado, José Antonio
Diego Cavia, Soraya|||0000-0003-4518-7449
author Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
author_facet Sainz-Aja Guerra, José Adolfo|||0000-0003-3187-4790
Carrascal Vaquero, Isidro Alfonso|||0000-0002-7045-1267
Ferreño Blanco, Diego|||0000-0003-3533-1881
Pombo, Joao
Casado del Prado, José Antonio
Diego Cavia, Soraya|||0000-0003-4518-7449
author_role author
author2 Carrascal Vaquero, Isidro Alfonso|||0000-0002-7045-1267
Ferreño Blanco, Diego|||0000-0003-3533-1881
Pombo, Joao
Casado del Prado, José Antonio
Diego Cavia, Soraya|||0000-0003-4518-7449
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Rail pad
Dynamic stiffness
Temperature
Axel load
Toe load
Frequency
topic Rail pad
Dynamic stiffness
Temperature
Axel load
Toe load
Frequency
description The track has a crucial role in the performance of the rail network as it provides support and guidance to the rolling stock. During train operation, the vehicle-track interaction generates high impact loads and fatigue, which lead to degradation of vehicle components and rail infrastructure. These loads tend to increase the maintenance needs and, consequently, the life-cycle-costs of the rail assets. In order to minimize these consequences, rail pads are generally used between the rails and the sleepers in order to provide flexibility to the track and to damp the transmission of noise and vibrations. In ballasted tracks, this flexibility is a combination of the mechanical properties of the ballast and the rail pads. However, in slab tracks, the flexibility of the infrastructure is almost exclusively dependant on the rail pads. These materials exhibit non-linear, dissipative characteristics that are affected by the service conditions such as temperature, frequency, toe load and axle load. This work aims to investigate experimentally different pad materials widely used in the rail industry in order to characterize the influence of these factors on the mechanical characteristics of the rail supporting elements. The detailed characterization of the rail pads enables not only better understanding of their performance in realistic service conditions, but also provides good perspectives for use of these well quantified mechanical properties in studying the vehicle-track dynamic behaviour in different scenarios and predicting the long-term performance of the infrastructure components.
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-09-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/10902/30908
url https://hdl.handle.net/10902/30908
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv Mechanics of Materials, 2020, 148, 103505
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
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