Residual stress development in railroad rails – a parametric study
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RIS BIB ENDNOTEResidual stress development in railroad rails – a parametric study
Data publikacji: 21.12.2014
Czasopismo Techniczne, 2014, Budownictwo Zeszyt 6-B (21) 2014 , s. 84 - 94
https://doi.org/10.4467/2353737XCT.14.382.3693Autorzy
Residual stress development in railroad rails – a parametric study
This paper presents the results of a parametric study undertaken to analyse the influence that changes in the material model and contact zone parameters may have on residual stress levels. A simplified shakedown based mechanical model is used to estimate the residual stress distributions due to simulated contact loads. An information on final shakedown state of the rail subjected to given loading program is obtained at a substantially reduced computational cost compared to the standard incremental analysis. A 50% increase in peak contact pressure may increase the longitudinal residual stress level by over 700%. The dependence of peak residual stresses on changes in the hardening ratio is almost linear, while the dependence of peak residual stresses on changes in the yield limit indicates a quadratic relationship. The research indicates that in future applications, a simplified treatment of the rail/wheel interface is justified, as long as the peak pressure in the contact zone is estimated correctly. The residual stresses in rails induced by service conditions may reach very high values, on a par with the material yield limit. This effect is aggravated by the operating procedure of increasing wheel axle loads.
Cannon D.F., Edel K.-O ., Grassie S.L., Sawley K., Rail defects: an overview, Fatigue Fract. Engng Mater. Struct., 2003, Vol. 26, 865–887.
Cecot W., Orkisz J., Prediction of Actual Residual Stresses Resulting from Cyclic Loading in Kinematic Hardening Material, Proc. of the International Conference COM PLAS V, Barcelona 1997, 1879–1891.
Crisfield M.A., Non-linear Finite Element Analysis of Solids and Structures, Wiley& Sons, 1994.
Dang Van K., Maitournam M.H., Prasil B., Elastoplastic analysis of repeated moving contact. Application to railways damage phenomena, Wear, 1996, Vol. 196, 77–81.
Forsythe G.E., Wasow W.R., Finite Difference Methods for Partial Differential Equations, Wiley, New York 1960.
Groom J.J., Determination of Residual Stresses in Rails, Batelle Columbus Laboratories, Rpt. no. DO T/FRA /ORD- 83-05, Columbus 1983.
Jensen P.S., Finite Difference techniques for variable grids, Computers and Structures, 1972, Vol. 2, 17–29.
Liszka T., Orkisz J., The finite Difference at Arbitrary Irregular grids and its applications in applied mechanics, Computers and Structures, 1980, Vol. 11, 109–121.
Lo K.H., Mummery P., Buttle D.J., Characterisation of residual principal stresses and their implications on failure of railway wheels, Engng Failure Analysis, 2010, Vol. 17, 1273–1284.
Magiera J., Orkisz J., Karmowski W., Reconstruction of residual stresses in railroad rails from measurements made on vertical and oblique slices, Wear, 1996, Vol. 191, 78–89.
Marchenko H.P., Influence of residual stresses on the stress intensity factors for a surface cracking the rail head, Materials Science, 2010, Vol. 46, 64–69.
Martin J.B., Plasticity – fundamentals and general results, The MI T Press Publ., 1975.
Informacje: Czasopismo Techniczne, 2014, Budownictwo Zeszyt 6-B (21) 2014 , s. 84 - 94
Typ artykułu: Oryginalny artykuł naukowy
Tytuły:
Residual stress development in railroad rails – a parametric study
Residual stress development in railroad rails – a parametric study
Institute for Computational Civil Engineering, Faculty of Civil Engineering, Cracow University of Technology
Publikacja: 21.12.2014
Status artykułu: Otwarte
Licencja: Żadna
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