Cargando…

Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types

ABSTRACT: Ballasted tracks are the commonly used railway track systems with constant demands for reducing maintenance cost and improved performance. Elastic layers are increasingly used for improving ballasted tracks. In order to better understand the effects of elastic layers, physical understandin...

Descripción completa

Detalles Bibliográficos
Autores principales: Kumar, Nishant, Suhr, Bettina, Marschnig, Stefan, Dietmaier, Peter, Marte, Christof, Six, Klaus
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer Berlin Heidelberg 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6813763/
https://www.ncbi.nlm.nih.gov/pubmed/31708679
http://dx.doi.org/10.1007/s10035-019-0956-9
_version_ 1783462911690145792
author Kumar, Nishant
Suhr, Bettina
Marschnig, Stefan
Dietmaier, Peter
Marte, Christof
Six, Klaus
author_facet Kumar, Nishant
Suhr, Bettina
Marschnig, Stefan
Dietmaier, Peter
Marte, Christof
Six, Klaus
author_sort Kumar, Nishant
collection PubMed
description ABSTRACT: Ballasted tracks are the commonly used railway track systems with constant demands for reducing maintenance cost and improved performance. Elastic layers are increasingly used for improving ballasted tracks. In order to better understand the effects of elastic layers, physical understanding at the ballast particle level is crucial. Here, discrete element method (DEM) is used to investigate the effects of elastic layers – under sleeper pad ([Formula: see text] ) at the sleeper/ballast interface and under ballast mat ([Formula: see text] ) at the ballast/bottom interface – on micro-mechanical behavior of railway ballast. In the DEM model, the Conical Damage Model (CDM) is used for contact modelling. This model was calibrated in Suhr et al. (Granul Matter 20(4):70, 2018) for the simulation of two different types of ballast. The CDM model accounts for particle edge breakage, which is an important phenomenon especially at the early stage of a tamping cycle, and thus essential, when investigating the impact of elastic layers in the ballast bed. DEM results confirm that during cyclic loading, [Formula: see text] reduces the edge breakage at the sleeper/ballast interface. On the other hand, [Formula: see text] shows higher particle movement throughout the ballast bed. Both the edge breakage and particle movement in the ballast bed are found to influence the sleeper settlement. Micro-mechanical investigations show that the force chain in deeper regions of the ballast bed is less affected by [Formula: see text] for the two types of ballast. Conversely, dense lateral forces near to the box bottom were seen with [Formula: see text] . The findings are in good (qualitative) agreement with the experimental observations. Thus, DEM simulations can aid to better understand the micro-macro phenomena for railway ballast. This can help to improve the track components and track design based on simulation models taking into account the physical behavior of ballast. GRAPHICAL ABSTRACT:
format Online
Article
Text
id pubmed-6813763
institution National Center for Biotechnology Information
language English
publishDate 2019
publisher Springer Berlin Heidelberg
record_format MEDLINE/PubMed
spelling pubmed-68137632019-11-06 Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types Kumar, Nishant Suhr, Bettina Marschnig, Stefan Dietmaier, Peter Marte, Christof Six, Klaus Granul Matter Original Paper ABSTRACT: Ballasted tracks are the commonly used railway track systems with constant demands for reducing maintenance cost and improved performance. Elastic layers are increasingly used for improving ballasted tracks. In order to better understand the effects of elastic layers, physical understanding at the ballast particle level is crucial. Here, discrete element method (DEM) is used to investigate the effects of elastic layers – under sleeper pad ([Formula: see text] ) at the sleeper/ballast interface and under ballast mat ([Formula: see text] ) at the ballast/bottom interface – on micro-mechanical behavior of railway ballast. In the DEM model, the Conical Damage Model (CDM) is used for contact modelling. This model was calibrated in Suhr et al. (Granul Matter 20(4):70, 2018) for the simulation of two different types of ballast. The CDM model accounts for particle edge breakage, which is an important phenomenon especially at the early stage of a tamping cycle, and thus essential, when investigating the impact of elastic layers in the ballast bed. DEM results confirm that during cyclic loading, [Formula: see text] reduces the edge breakage at the sleeper/ballast interface. On the other hand, [Formula: see text] shows higher particle movement throughout the ballast bed. Both the edge breakage and particle movement in the ballast bed are found to influence the sleeper settlement. Micro-mechanical investigations show that the force chain in deeper regions of the ballast bed is less affected by [Formula: see text] for the two types of ballast. Conversely, dense lateral forces near to the box bottom were seen with [Formula: see text] . The findings are in good (qualitative) agreement with the experimental observations. Thus, DEM simulations can aid to better understand the micro-macro phenomena for railway ballast. This can help to improve the track components and track design based on simulation models taking into account the physical behavior of ballast. GRAPHICAL ABSTRACT: Springer Berlin Heidelberg 2019-10-24 2019 /pmc/articles/PMC6813763/ /pubmed/31708679 http://dx.doi.org/10.1007/s10035-019-0956-9 Text en © The Author(s) 2019 Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
spellingShingle Original Paper
Kumar, Nishant
Suhr, Bettina
Marschnig, Stefan
Dietmaier, Peter
Marte, Christof
Six, Klaus
Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title_full Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title_fullStr Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title_full_unstemmed Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title_short Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
title_sort micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using dem: effects of elastic layers and ballast types
topic Original Paper
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6813763/
https://www.ncbi.nlm.nih.gov/pubmed/31708679
http://dx.doi.org/10.1007/s10035-019-0956-9
work_keys_str_mv AT kumarnishant micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes
AT suhrbettina micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes
AT marschnigstefan micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes
AT dietmaierpeter micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes
AT martechristof micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes
AT sixklaus micromechanicalinvestigationofrailwayballastbehaviorundercyclicloadinginaboxtestusingdemeffectsofelasticlayersandballasttypes