A novel dynamics model for railway ballastless track with medium-thick slabs

Motivated by the requirements for elaborated slab ballastless track dynamics analysis in practical engineering application, a novel dynamic model for the railway ballastless tracks with medium-thick slabs is proposed in this work based on the Reissner–Mindlin plate theory, and it is implemented into...

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Vydané v:	Applied Mathematical Modelling Ročník 78; s. 907
Hlavní autori:	Yang, Jianjin, Zhu, Shengyang, Zhai, Wanming
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	New York Elsevier BV 01.02.2020
Predmet:	Algorithms Deformation effects Dynamic models Dynamics Independent variables Locking Mindlin plates Model accuracy Moments of inertia Partial differential equations Plate theory Railway engineering Railway tracks Shear deformation Simulation Spline functions Thin plates Time integration
ISSN:	1088-8691, 0307-904X
On-line prístup:	Získať plný text
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