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contributor authorXu Song
contributor authorAlexander M. Korsunsky
date accessioned2017-05-09T00:42:09Z
date available2017-05-09T00:42:09Z
date copyrightMay, 2011
date issued2011
identifier issn0021-8936
identifier otherJAMCAV-26804#031019_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145273
description abstractThe aim of the present study was to introduce a new algorithm for reconstructing the eigenstrain fields in engineering components. A 2D discrete inverse eigenstrain study of residual stresses was carried out on a worn railhead sample. Its residual elastic strain distribution was obtained by neutron diffraction measurement in Stress-Spec, FRMII and used as the input for eigenstrain reconstruction. A new eigenstrain base function-tent was introduced to capture the fully two-dimensional variation of eigenstrain distribution. An automated sequential tent generation scheme was programed in ABAQUS ™ with its preprocessor to load the experimental data and postprocessor to carry out the optimization to obtain the eigenstrain coefficients. The reconstructed eigenstrain field incurs residual stress distribution in the railhead simulation, which showed good agreement with the experimental data.
publisherThe American Society of Mechanical Engineers (ASME)
titleFully Two-Dimensional Discrete Inverse Eigenstrain Analysis of Residual Stresses in a Railway Rail Head
typeJournal Paper
journal volume78
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4003364
journal fristpage31019
identifier eissn1528-9036
keywordsResidual stresses
keywordsStress
keywordsFunctions
keywordsNeutron diffraction
keywordsRailroads
keywordsRails
keywordsShapes
keywordsSimulation
keywordsStress concentration AND Optimization
treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003
contenttypeFulltext


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