Peridynamics Modelling of Rail Surface Defects in Urban Railway and Metro Systems †
1
Birmingham Centre for Railway Research and Education, The University of Birmingham, Birmingham B15 2TT, UK
2
Institute of Materials and Structures, Riga Technical University, Ķīpsalas Street 6, Rīga LV-1658, Latvia
3
Laboratory for Track Engineering and Operations for Future Uncertainties (TOFU Lab), School of Engineering, The University of Birmingham, Birmingham B15 2TT, UK
4
Railway Engineering Department, Nippon Koei Ltd., Tokyo 102-8539, Japan
*
Author to whom correspondence should be addressed.
†
Presented at 2018 International Symposium on Rail Infrastructure Systems Engineering (i-RISE 2018), Brno, Czech Republic, 5 June 2018.
Proceedings 2018, 2(16), 1147; https://doi.org/10.3390/proceedings2161147
Published: 14 September 2018
(This article belongs to the Proceedings of i-RISE 2018)
Note: In lieu of an abstract, this is an excerpt from the first page.
Rail squats and studs, which are one of critical rail surface defects, are typically classified as the propagation of any cracks that have grown longitudinally through the subsurface. [...]
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited
MDPI and ACS Style
Freimanis, A.; Kaewunruen, S.; Ishida, M. Peridynamics Modelling of Rail Surface Defects in Urban Railway and Metro Systems. Proceedings 2018, 2, 1147. https://doi.org/10.3390/proceedings2161147
AMA Style
Freimanis A, Kaewunruen S, Ishida M. Peridynamics Modelling of Rail Surface Defects in Urban Railway and Metro Systems. Proceedings. 2018; 2(16):1147. https://doi.org/10.3390/proceedings2161147
Chicago/Turabian StyleFreimanis, Andris, Sakdirat Kaewunruen, and Makoto Ishida. 2018. "Peridynamics Modelling of Rail Surface Defects in Urban Railway and Metro Systems" Proceedings 2, no. 16: 1147. https://doi.org/10.3390/proceedings2161147
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