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Article type: Research Article
Authors: Kelleher, J. | Prime, M.B. | Buttle, D. | Mummery, P.M. | Webster, P.J. | Shackleton, J. | Withers, P.J.
Affiliations: Manchester Materials Science Centre, Grosvenor Street, Manchester M1 7HS, UK | Los Alamos National Laboratory, Los Alamos, NM 87545, USA | AEA Technology plc, Culham Science Centre, Abingdon, Oxfordshire OX14 3ED, UK | FaME38 at ILL-ESRF, Institute for Materials Research, University of Salford, Salford M5 4WT, UK
Note: [] Corresponding author. E-mail: [email protected]
Abstract: Residual stresses have been measured in a new roller-straightened railway rail and a worn ex-service rail. Synchrotron {211} lattice strain measurements at ID11 (ESRF) were used to map in-plane components of the stress tensor acting in cross-sectional rail slices. Stress maps made using laboratory X-rays and the magnetic measurement system MAPS, although coarser in detail, show similar trends. The validity of the measured data was examined using a stress balance requirement. Whilst generally true (to ± 15 MPa), stress balancing was worst (±50 MPa) in regions with significant plastic deformation, suggesting that the measured {211} lattice strain had become uncharacteristic of the bulk elastic strain. Attributable to plastic anisotropy, this is a well-established issue with diffraction-based stress determination. To complement the in-plane stress measurements, the contour method was used to map the longitudinal stress component in a similar new rail sample, this component being relieved in the slices. On the basis of this result, we show that the remaining unrelieved in-plane stresses in the rail slices are a suitable approximation of those in the original rail.
Keywords: Residual stress, Railway rails, Plastic deformation, Stress balance, Contour method
DOI: 10.1080/10238160410001726602
Journal: Journal of Neutron Research, vol. 11, no. 4, pp. 187-193, 2003
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