Comparison of Different Load Spectra on Residual Fatigue Lifetime of Railway Axle

dc.contributor.authorPokorný, Pavelcs
dc.contributor.authorNáhlík, Lubošcs
dc.contributor.authorHutař, Pavelcs
dc.coverage.issue1cs
dc.coverage.volume74cs
dc.date.issued2014-06-18cs
dc.description.abstractThe railway axles are subjected to variable amplitude loading. The variability is caused by many different regimes of train operation. The dominant load is caused by the weight of the vehicle, which generates rotary bending during train movement. Nevertheless, there are additional forces, which are generated when train goes through curved track, over crossovers, switches, rail joints etc. Present non-destructive defectoscopy can reliably detect only relatively long cracks (approximately 2 mm long or longer). Hence there is a risk that the existing crack is not detected. Therefore, for conservative estimation of the residual fatigue lifetime the railway axle with a crack should be considered. The behaviour of the crack depends on load spectrum of railway axle. Hence for accurate determination of residual fatigue lifetime of the railway axle is necessary to know representative load spectrum. This paper compares several measured load spectra of railway axles, which are available in the literature. The effect of different load spectra is shown on two widely used materials for railway axles: EA1N and EA4T steels. Obtained results could be used for safer operation of railway axles.en
dc.description.abstractThe railway axles are subjected to variable amplitude loading. The variability is caused by many different regimes of train operation. The dominant load is caused by the weight of the vehicle, which generates rotary bending during train movement. Nevertheless, there are additional forces, which are generated when train goes through curved track, over crossovers, switches, rail joints etc. Present non-destructive defectoscopy can reliably detect only relatively long cracks (approximately 2 mm long or longer). Hence there is a risk that the existing crack is not detected. Therefore, for conservative estimation of the residual fatigue lifetime the railway axle with a crack should be considered. The behaviour of the crack depends on load spectrum of railway axle. Hence for accurate determination of residual fatigue lifetime of the railway axle is necessary to know representative load spectrum. This paper compares several measured load spectra of railway axles, which are available in the literature. The effect of different load spectra is shown on two widely used materials for railway axles: EA1N and EA4T steels. Obtained results could be used for safer operation of railway axles.en
dc.formattextcs
dc.format.extent313-316cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2014, vol. 74, issue 1, p. 313-316.en
dc.identifier.doi10.1016/j.proeng.2014.06.269cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-1570-2705cs
dc.identifier.orcid0000-0003-3827-5408cs
dc.identifier.other108375cs
dc.identifier.researcheridA-6475-2009cs
dc.identifier.researcheridB-2957-2009cs
dc.identifier.scopus22635754000cs
dc.identifier.scopus22634557800cs
dc.identifier.urihttp://hdl.handle.net/11012/194749
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S187770581400839Xcs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectrailway axle; residual fatigue lifetimeen
dc.subjectfatigue cracken
dc.subjectload spectrumen
dc.subjectEA1Nen
dc.subjectEA4Ten
dc.subjectrailway axle; residual fatigue lifetime
dc.subjectfatigue crack
dc.subjectload spectrum
dc.subjectEA1N
dc.subjectEA4T
dc.titleComparison of Different Load Spectra on Residual Fatigue Lifetime of Railway Axleen
dc.title.alternativeComparison of Different Load Spectra on Residual Fatigue Lifetime of Railway Axleen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-108375en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 15:07:21en
sync.item.modts2025.10.14 10:22:03en
thesis.grantorVysoké učení technické v Brně. Fakulta strojního inženýrství. Ústav mechaniky těles, mechatroniky a biomechanikycs

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