Simulation of wear on a rough rail using a time-domain wheel–track interaction model

2.50
Hdl Handle:
http://hdl.handle.net/2173/30305
Title:
Simulation of wear on a rough rail using a time-domain wheel–track interaction model
Authors:
Xie, Gang; Iwnicki, Simon D.
Citation:
Wear, 2008
Publisher:
Elsevier
Issue Date:
2008
URI:
http://hdl.handle.net/2173/30305
DOI:
10.1016/j.wear.2008.03.016
Additional Links:
http://www.elsevier.com/locate/wear
Abstract:
This paper presents results from simulations of railhead wear due to initial sinusoidal and broad-band roughness using a time-domain wheel–track vertical interaction model integrated with a three-dimensional wheel–rail contact model. As typical roughness wavelengths are short and frequencies are high compared with vehicle body motions, the vehicle is simplified to an unsprung wheel mass. The rail is modelled as a Timoshenko beam discretely supported by pads, sleepers and ballast. The wheel–rail contact in the interaction model is modelled with a non-linear Hertzian contact spring. The obtained wheel–rail forces are then incorporated into the three-dimensional contact model to calculate wear over the railhead. The wheel–rail contact is modelled as non-Hertzian and non-steady based on the Variational Method [G. Xie, S.D. Iwnicki, Calculation of wear on a corrugated rail using a three-dimensional contact model, in: Proceedings of the Seventh International Conference on Contact Mechanics and Wear of Rail/Wheel Systems, Brisbane, Australia, Materials Australia, 2006] and the wear is assumed to be proportional to the friction work. Cases of both a free and a driven wheel with a constant torque are considered. The phase angles between dynamic wheel–rail force and roughness are examined and wear is found to be almost in-phase with roughness and therefore, no roughness growth is predicted by the model as presented in its current form. Although clearly in contradiction to reality where roughness grows under certain conditions this work leads to interesting question about why roughness growth is predicted by a simple contact model but not when complexity is increased to include non-Hertzian and non-steady contact conditions.
Type:
Article
Language:
en
Description:
Full-text of this article is not available in this e-prints service. This article was originally published following peer-review in Wear, published by and copyright Elsevier.
Keywords:
Rail roughness; Wear; Wheel-rail contact; Wheel–track interaction
ISSN:
0043-1648
EISSN:
1873-2577

Full metadata record

DC FieldValue Language
dc.contributor.authorXie, Gang-
dc.contributor.authorIwnicki, Simon D.-
dc.date.accessioned2008-06-23T13:02:23Z-
dc.date.available2008-06-23T13:02:23Z-
dc.date.issued2008-
dc.identifier.citationWear, 2008en
dc.identifier.issn0043-1648-
dc.identifier.doi10.1016/j.wear.2008.03.016-
dc.identifier.urihttp://hdl.handle.net/2173/30305-
dc.descriptionFull-text of this article is not available in this e-prints service. This article was originally published following peer-review in Wear, published by and copyright Elsevier.en
dc.description.abstractThis paper presents results from simulations of railhead wear due to initial sinusoidal and broad-band roughness using a time-domain wheel–track vertical interaction model integrated with a three-dimensional wheel–rail contact model. As typical roughness wavelengths are short and frequencies are high compared with vehicle body motions, the vehicle is simplified to an unsprung wheel mass. The rail is modelled as a Timoshenko beam discretely supported by pads, sleepers and ballast. The wheel–rail contact in the interaction model is modelled with a non-linear Hertzian contact spring. The obtained wheel–rail forces are then incorporated into the three-dimensional contact model to calculate wear over the railhead. The wheel–rail contact is modelled as non-Hertzian and non-steady based on the Variational Method [G. Xie, S.D. Iwnicki, Calculation of wear on a corrugated rail using a three-dimensional contact model, in: Proceedings of the Seventh International Conference on Contact Mechanics and Wear of Rail/Wheel Systems, Brisbane, Australia, Materials Australia, 2006] and the wear is assumed to be proportional to the friction work. Cases of both a free and a driven wheel with a constant torque are considered. The phase angles between dynamic wheel–rail force and roughness are examined and wear is found to be almost in-phase with roughness and therefore, no roughness growth is predicted by the model as presented in its current form. Although clearly in contradiction to reality where roughness grows under certain conditions this work leads to interesting question about why roughness growth is predicted by a simple contact model but not when complexity is increased to include non-Hertzian and non-steady contact conditions.en
dc.language.isoenen
dc.publisherElsevieren
dc.relation.urlhttp://www.elsevier.com/locate/wearen
dc.subjectRail roughnessen
dc.subjectWearen
dc.subjectWheel-rail contacten
dc.subjectWheel–track interactionen
dc.titleSimulation of wear on a rough rail using a time-domain wheel–track interaction modelen
dc.typeArticleen
dc.identifier.eissn1873-2577-
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