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dc.contributor.authorBöhme, Stephan Andre
dc.contributor.authorSzanti, Gabor
dc.contributor.authorKeski-Rahkonen, Joni
dc.contributor.authorKomssi, Tami
dc.contributor.authorSantaella, Jose Garcia
dc.contributor.authorVinogradov, Alexey
dc.date.accessioned2022-03-02T09:03:51Z
dc.date.available2022-03-02T09:03:51Z
dc.date.created2021-12-16T10:44:39Z
dc.date.issued2022
dc.identifier.citationEngineering Failure Analysis. 2022, 132 .en_US
dc.identifier.issn1350-6307
dc.identifier.urihttps://hdl.handle.net/11250/2982325
dc.description.abstractA material model for carburized CrNiMo steel and an advanced shear stress intensity, multiaxial fatigue criterion against surface and subsurface fatigue in bevel gears have been developed and presented in earlier publications. This study assesses the accuracy of the proposed methodology by comparing it to load-controlled bevel gear tests at varying hardening layer thicknesses. The dominant failure mode was wheel-initiated tooth flank fracture. Fractographic analysis by means of scanning electron microscopy revealed a severely elongated MgO-Al2O3 cluster in the only pinion-initiated tooth flank fracture. By correlating the calculated material utilizations and the number of cycles to failure, a reiterated lifetime factor is presented. The refined methodology is shown to be capable to differentiate between and accurately predict pitting and subsurface fatigue under well-defined test conditions.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleTooth flank fracture – An applied fatigue study of case hardened bevel gearsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holderThis is the authors' accepted manuscript to an article published by Elsevier. Locked until 18.11.2023 due to copyright restrictions. The AAM is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.source.pagenumber16en_US
dc.source.volume132en_US
dc.source.journalEngineering Failure Analysisen_US
dc.identifier.doi10.1016/j.engfailanal.2021.105911
dc.identifier.cristin1969308
dc.relation.projectNorges forskningsråd: 270828en_US
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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