[1]
H.M. El-sayed, M. Lotfy, Zohny H.N. El-din, H.S. Riad, Prediction of fatigue crack initiation life in railheads using finite element analysis, Ain Shams Engineering Journal 9 (2018) 2329-2342.
DOI: 10.1016/j.asej.2017.06.003
Google Scholar
[2]
M. Akama, A. Kiuchi, Fatigue Crack Growth under Non-proportional Mixed Mode I/III Loading in Rail and Wheel Steel, Tetsu to Hagane-Journal of the iron and steel institute of Japan 104 (2018) 689-698.
DOI: 10.2355/tetsutohagane.tetsu-2018-059
Google Scholar
[3]
D.F.C. Peixoto , P.M.S.T. de Castro, Near threshold fatigue crack propagation in railways' steels: Comparison of two testing techniques, Theoretical and applied fracture mechanics 80 (2015) 73-78.
DOI: 10.1016/j.tafmec.2015.06.008
Google Scholar
[4]
V.E. Gromov, A.A. Yuriev, Yu.F. Ivanov, A.M. Glezer, S.V. Konovalov, A.P. Semina, R.V. Sundeeveg Defect substructure change in 100-m differentially hardened rails in long-term operation, J. Materials letter 209 (2017) 224-227.
DOI: 10.1016/j.matlet.2017.07.135
Google Scholar
[5]
O.P. Datsyshyn, H.P. Marchenko, A.Yu. Glazov, On the special angle of surface cracks propagation in the railway rail heads, Engineering fracture mechanics 206 (2019) 452-462.
DOI: 10.1016/j.engfracmech.2018.12.017
Google Scholar
[6]
V.E. Gromov, Yu.F. Ivanov, R.S. Qin ORCID Icon, O.A. Peregudov, K.V. Aksenova, O.A. Semina, Degradation of structure and properties of rail surface layer at long-term operation, Materials Science and Technology 33 (2017) 1473-1478.
DOI: 10.1080/02670836.2017.1287983
Google Scholar
[7]
Y.F. Ivanov, V.E. Gromov, A.A. Yur'ev, A.M. Glezer, N.A. Popova, O.A. Peregudov, S.V. Konovalov, Contributions of Various Mechanisms to the Hardening of Differentially Quenched Rails during Long-Term Operation, Russian Metallurgy (Metally) 2018 (2018) 985-989.
DOI: 10.1134/s0036029518100099
Google Scholar
[8]
A.A. Yuriev, V.E. Gromov, V.A. Grishunin, Stages and Fracture Mechanisms of Lamellar Pearlite of 100-m-Long Differentially Hardened Rails Under Long-Term Operation Conditions, et al. Acta Metallurgica Sinica (English Letters) 31 (2018) 1356-1360.
DOI: 10.1007/s40195-018-0810-9
Google Scholar
[9]
M. Wenner, T. Meier, F. Wedel, S. Marx, Experimental determination of the longitudinal stiffness of the piers of a long railway viaduct, Bautechnik 96 (2019) 99-110.
DOI: 10.3389/fbuil.2019.00045
Google Scholar
[10]
O.A. Peregudov, K.V. Morozov, V. E. Gromov, A. M. Glezer, Yu. F. Ivanov, Formation of internal stress fields in rails during long-term operation, Russian Metallurgy (Metally) 2016 (2016) 371-374.
DOI: 10.1134/s0036029516040182
Google Scholar
[11]
M.E. Turan, F. Aydin, Y. Sun, M. Cetin, Residual stress measurement by strain gauge and X-ray diffraction method in different shaped rails, Engineering failure analyses 96 (2019) 525-529.
DOI: 10.1016/j.engfailanal.2018.10.016
Google Scholar
[12]
V.V Murav'ev, K.A. Tapkov, S.V. Len'kov, On the Question of Monitoring Residual Stresses in Selectively Heat-Strengthened Rails, Russian Journal of Nondestructive Testung 54 (2018) 675-681.
DOI: 10.1134/s106183091810008x
Google Scholar
[13]
V.V. Murav'ev, L.V. Volkova, V.E. Gromov, A.M. Glezer, Estimation of the residual stresses in rails using electromagnetic–acoustic introduction–reception of waves, et al. Russ. Metall. 2016.992 (2016).
DOI: 10.1134/s003602951610013x
Google Scholar
[14]
E.A. Kalent'ev, V.V. Tarasov, V.N. Novikov, [To the question of the steel cable]. Vestnik IzhGTU imeni M.T. Kalashnikova [Kalashnikov ISTU messenger] 1 (2019) 20-28. (in Russian).
Google Scholar
[15]
R. Skrypnyk, C. O. Nielsen Jens, M. Ekh, Bjorn A. Palsson, Metamodelling of wheel-rail normal contact in railway crossings with elasto-plastic material behavior, Engineering with computers 35(2019) 139-155.
DOI: 10.1007/s00366-018-0589-3
Google Scholar
[16]
V.A. Strizhak, R.R. Khasanov, A.V. Pryakhin, [Features of electromagnetic-acoustic transducer excitation at the waveguide control method]. Vestnik IzhGTU imeni M.T. Kalashnikova [Kalashnikov ISTU messenger] 3 (2018) 159–166. (in Russian).
DOI: 10.22213/2413-1172-2018-2-159-166
Google Scholar