Measurement Methods for Residual Stresses in CWR
Abstract
Continuously welded rails are a part of the track structure since the 1950s. Total stresses in continuously welded rails include residual stresses generated during the manufacturing process as well as the service life of rails. The control of rail stresses is very important for traffic safety. Measurement methods for residual stress in rails are presented in this paper. Since destructive measurement methods are unsuitable for use in the railway track, the modern non-destructive methods were particularly presented and discussed. The advantages and disadvantages of X-ray diffraction, ultrasonic, magnetic and electromagnetic methods are particularly explained and considered.
Keywords:
Railway / Residual stress / Strain gauge / X-ray diffraction / Ultrasonic measurement / Magnetic measurementSource:
International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy, 2020, 982, 346-355Funding / projects:
DOI: 10.1007/978-3-030-19756-8_32
ISSN: 2194-5357
WoS: 000621174800032
Scopus: 2-s2.0-85066780083
Institution/Community
Tehnološko-metalurški fakultetTY - JOUR AU - Mirkovic, Nikola AU - Brajovic, Ljiljana AU - Malović, Miodrag AU - Vnenk, Petr PY - 2020 UR - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/4759 AB - Continuously welded rails are a part of the track structure since the 1950s. Total stresses in continuously welded rails include residual stresses generated during the manufacturing process as well as the service life of rails. The control of rail stresses is very important for traffic safety. Measurement methods for residual stress in rails are presented in this paper. Since destructive measurement methods are unsuitable for use in the railway track, the modern non-destructive methods were particularly presented and discussed. The advantages and disadvantages of X-ray diffraction, ultrasonic, magnetic and electromagnetic methods are particularly explained and considered. T2 - International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy T1 - Measurement Methods for Residual Stresses in CWR EP - 355 SP - 346 VL - 982 DO - 10.1007/978-3-030-19756-8_32 ER -
@article{ author = "Mirkovic, Nikola and Brajovic, Ljiljana and Malović, Miodrag and Vnenk, Petr", year = "2020", abstract = "Continuously welded rails are a part of the track structure since the 1950s. Total stresses in continuously welded rails include residual stresses generated during the manufacturing process as well as the service life of rails. The control of rail stresses is very important for traffic safety. Measurement methods for residual stress in rails are presented in this paper. Since destructive measurement methods are unsuitable for use in the railway track, the modern non-destructive methods were particularly presented and discussed. The advantages and disadvantages of X-ray diffraction, ultrasonic, magnetic and electromagnetic methods are particularly explained and considered.", journal = "International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy", title = "Measurement Methods for Residual Stresses in CWR", pages = "355-346", volume = "982", doi = "10.1007/978-3-030-19756-8_32" }
Mirkovic, N., Brajovic, L., Malović, M.,& Vnenk, P.. (2020). Measurement Methods for Residual Stresses in CWR. in International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy, 982, 346-355. https://doi.org/10.1007/978-3-030-19756-8_32
Mirkovic N, Brajovic L, Malović M, Vnenk P. Measurement Methods for Residual Stresses in CWR. in International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy. 2020;982:346-355. doi:10.1007/978-3-030-19756-8_32 .
Mirkovic, Nikola, Brajovic, Ljiljana, Malović, Miodrag, Vnenk, Petr, "Measurement Methods for Residual Stresses in CWR" in International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy, 982 (2020):346-355, https://doi.org/10.1007/978-3-030-19756-8_32 . .