Pregledni rad
https://doi.org/10.14256/JCE.2350.2018
Track ballast modelling by discrete element method
Puni tekst: hrvatski pdf 591 Kb
str. 589-600
preuzimanja: 386
citiraj
APA 6th Edition
(2019). Track ballast modelling by discrete element method. Građevinar, 71 (07.), 589-600. https://doi.org/10.14256/JCE.2350.2018
MLA 8th Edition
"Track ballast modelling by discrete element method." Građevinar, vol. 71, br. 07., 2019, str. 589-600. https://doi.org/10.14256/JCE.2350.2018. Citirano 21.11.2024.
Chicago 17th Edition
"Track ballast modelling by discrete element method." Građevinar 71, br. 07. (2019): 589-600. https://doi.org/10.14256/JCE.2350.2018
Harvard
(2019). 'Track ballast modelling by discrete element method', Građevinar, 71(07.), str. 589-600. https://doi.org/10.14256/JCE.2350.2018
Vancouver
Track ballast modelling by discrete element method. Građevinar [Internet]. 2019 [pristupljeno 21.11.2024.];71(07.):589-600. https://doi.org/10.14256/JCE.2350.2018
IEEE
"Track ballast modelling by discrete element method", Građevinar, vol.71, br. 07., str. 589-600, 2019. [Online]. https://doi.org/10.14256/JCE.2350.2018
Puni tekst: engleski pdf 586 Kb
str. 589-600
preuzimanja: 491
citiraj
APA 6th Edition
(2019). Track ballast modelling by discrete element method. Građevinar, 71 (07.), 589-600. https://doi.org/10.14256/JCE.2350.2018
MLA 8th Edition
"Track ballast modelling by discrete element method." Građevinar, vol. 71, br. 07., 2019, str. 589-600. https://doi.org/10.14256/JCE.2350.2018. Citirano 21.11.2024.
Chicago 17th Edition
"Track ballast modelling by discrete element method." Građevinar 71, br. 07. (2019): 589-600. https://doi.org/10.14256/JCE.2350.2018
Harvard
(2019). 'Track ballast modelling by discrete element method', Građevinar, 71(07.), str. 589-600. https://doi.org/10.14256/JCE.2350.2018
Vancouver
Track ballast modelling by discrete element method. Građevinar [Internet]. 2019 [pristupljeno 21.11.2024.];71(07.):589-600. https://doi.org/10.14256/JCE.2350.2018
IEEE
"Track ballast modelling by discrete element method", Građevinar, vol.71, br. 07., str. 589-600, 2019. [Online]. https://doi.org/10.14256/JCE.2350.2018
Sažetak
An increase in axle load and travel speed causes faster degradation of track structure and, hence, of the ballast prism. Crushing of stone grains in ballast due to excessive contact forces among these grains causes degradation in the form of filling of voids and, in turn, in poorer drainage, which can cause structural failure. The degradation of ballast prism can significantly be reduced, and total maintenance costs can be cut down considerably, by optimizing frequency of maintenance activities and by proper ballast design and shaping based on numerical and experimental procedures. The possibilities of using the discrete element method for predicting track ballast behaviour are presented in this paper.
Ključne riječi
railway track; ballast prism; prism degradation; numerical modelling; granular material
Hrčak ID:
224062
URI
https://hrcak.srce.hr/224062
Datum izdavanja:
1.8.2019.
Podaci na drugim jezicima:
hrvatski
Posjeta: 1.755
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