The 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.
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Research Papers
Fully Two-Dimensional Discrete Inverse Eigenstrain Analysis of Residual Stresses in a Railway Rail Head
Xu Song,
Xu Song
Department of Engineering Science,
e-mail: xu.song@eng.ox.ac.uk
University of Oxford
, Parks Road, Oxford OX1 3PJ, UK
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Alexander M. Korsunsky
Alexander M. Korsunsky
Department of Engineering Science,
University of Oxford
, Parks Road, Oxford OX1 3PJ, UK
Search for other works by this author on:
Xu Song
Department of Engineering Science,
University of Oxford
, Parks Road, Oxford OX1 3PJ, UKe-mail: xu.song@eng.ox.ac.uk
Alexander M. Korsunsky
Department of Engineering Science,
University of Oxford
, Parks Road, Oxford OX1 3PJ, UKJ. Appl. Mech. May 2011, 78(3): 031019 (6 pages)
Published Online: February 17, 2011
Article history
Received:
March 5, 2010
Revised:
December 14, 2010
Posted:
January 5, 2011
Published:
February 17, 2011
Online:
February 17, 2011
Citation
Song, X., and Korsunsky, A. M. (February 17, 2011). "Fully Two-Dimensional Discrete Inverse Eigenstrain Analysis of Residual Stresses in a Railway Rail Head." ASME. J. Appl. Mech. May 2011; 78(3): 031019. https://doi.org/10.1115/1.4003364
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