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    Three-Dimensional Residual Stress Effects on the Fatigue Crack Initiation in Rails

    Source: Journal of Tribology:;1997:;volume( 119 ):;issue: 004::page 660
    Author:
    Chau-Cho Yu
    ,
    R. K. Steele
    ,
    L. M. Keer
    DOI: 10.1115/1.2833866
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A rail is simulated as an elastic-plastic kinematic hardening steel having a T-shaped cross section and finite length in the rolling direction. The direct analysis method and the finite element method are combined to solve for the steady-state residual stress/strains and cyclic plastic strain amplitudes. In the present analysis, some special loading cases are investigated. Results show that tensile residual stresses occur deep in a rail head over a large area of the substrate. These phenomena, which are observed in rail steel after service, cannot be deduced from a half plane or half space analysis.
    keyword(s): Stress , Fatigue cracks , Rails , Steel , Residual stresses , Steady state , Hardening , Finite element methods AND Elastic half space ,
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      Three-Dimensional Residual Stress Effects on the Fatigue Crack Initiation in Rails

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/119383
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    • Journal of Tribology

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    contributor authorChau-Cho Yu
    contributor authorR. K. Steele
    contributor authorL. M. Keer
    date accessioned2017-05-08T23:54:41Z
    date available2017-05-08T23:54:41Z
    date copyrightOctober, 1997
    date issued1997
    identifier issn0742-4787
    identifier otherJOTRE9-28672#660_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119383
    description abstractA rail is simulated as an elastic-plastic kinematic hardening steel having a T-shaped cross section and finite length in the rolling direction. The direct analysis method and the finite element method are combined to solve for the steady-state residual stress/strains and cyclic plastic strain amplitudes. In the present analysis, some special loading cases are investigated. Results show that tensile residual stresses occur deep in a rail head over a large area of the substrate. These phenomena, which are observed in rail steel after service, cannot be deduced from a half plane or half space analysis.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThree-Dimensional Residual Stress Effects on the Fatigue Crack Initiation in Rails
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Tribology
    identifier doi10.1115/1.2833866
    journal fristpage660
    journal lastpage666
    identifier eissn1528-8897
    keywordsStress
    keywordsFatigue cracks
    keywordsRails
    keywordsSteel
    keywordsResidual stresses
    keywordsSteady state
    keywordsHardening
    keywordsFinite element methods AND Elastic half space
    treeJournal of Tribology:;1997:;volume( 119 ):;issue: 004
    contenttypeFulltext
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