Citation

Aggestam E, Nielsen JCO, Bolmsvik R. Veh. Syst. Dyn. 2018; 56(11): 1633-1657.

Copyright

(Copyright © 2018, Informa - Taylor and Francis Group)

DOI

10.1080/00423114.2018.1426867

PMID

unavailable

Abstract

The vertical dynamic interaction between a railway vehicle and a slab track is simulated in the time domain using an extended state-space vector approach in combination with a complex-valued modal superposition technique for the linear, time-invariant and two-dimensional track model. Wheel-rail contact forces, bending moments in the concrete panel and load distributions on the supporting foundation are evaluated. Two generic slab track models including one or two layers of concrete slabs are presented. The upper layer containing the discrete slab panels is described by decoupled beams of finite length, while the lower layer is a continuous beam. Both the rail and concrete layers are modelled using Rayleigh-Timoshenko beam theory. Rail receptances for the two slab track models are compared with the receptance of a traditional ballasted track. The described procedure is demonstrated by two application examples involving: (i) the periodic response due to the rail seat passing frequency as influenced by the vehicle speed and a foundation stiffness gradient and (ii) the transient response due to a local rail irregularity (dipped welded joint).

Language: en

Keywords

ballastless track; imperfections; modelling; slab track; vehicle–track coupled dynamics; Vehicle–track interaction