Number of the records: 1  

Fatigue crack propagation in steels for railway axles

  1. 1.
    SYSNO ASEP0398731
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleFatigue crack propagation in steels for railway axles
    Author(s) Náhlík, Luboš (UFM-A) RID, ORCID
    Pokorný, Pavel (UFM-A) ORCID
    Hutař, Pavel (UFM-A) RID, ORCID
    Matušek, P. (CZ)
    Number of authors4
    Source TitleMaterials Structure and Micromechanics of Fracture VII. - Zurich : Trans Tech Publications, 2014 / Šandera P. - ISSN 1013-9826 - ISBN 978-3-03785-934-6
    Pagess. 254-257
    Number of pages4 s.
    Publication formPrint - P
    ActionMSMF 7 - International Conference on Materials Structure & Micromechanics of Fracture /7./
    Event date01.07.2013-03.07.2013
    VEvent locationBrno
    CountryCZ - Czech Republic
    Event typeWRD
    Languageeng - English
    CountryCH - Switzerland
    Keywordsrailway axle ; crack retardation ; variable loading amplitude ; generalized Willenborg model
    Subject RIVJL - Materials Fatigue, Friction Mechanics
    R&D ProjectsEE2.3.20.0214 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    Institutional supportUFM-A - RVO:68081723
    UT WOS000336694400055
    EID SCOPUS84891852490
    DOI10.4028/www.scientific.net/KEM.592-593.254
    AnnotationThe paper deals with the influence of order of cycles in the loading block on the fatigue crack growth rate in railway axle. The railway axle can include some cracks from manufacturing process or initiated fatigue cracks from previous operation. It is advantageous to know how the crack will behave during further service of the train to ensure its safe operation. The most common approaches describing the fatigue crack growth do not take into account the effects of overload cycles, which enlarge the plastic zone ahead of the crack tip. The enlarged plastic zone generates residual compressive stresses, which cause a retardation of the fatigue crack growth. Finite element numerical calculations were used together with the generalized Willenborg model to determine influence of overload cycles on the increment of fatigue crack growing in railway axles. Real geometry of the axle, the crack front shape and typical loading spectrum were taken into account.
    WorkplaceInstitute of Physics of Materials
    ContactYvonna Šrámková, sramkova@ipm.cz, Tel.: 532 290 485
    Year of Publishing2015
Number of the records: 1  

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