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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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