Analysis and design of new floating slab track for special trackwork using finite element analysis.

Abstract

This paper discusses the development of a new vibration isolation system for tunnel crossovers in a future rail line extension. The previous design included ballasted track on top of continuous concrete slabs on rubber vibration isolators. The goal of the new design was to replace the ballast and tie track with rails fastened directly to discrete slabs similar to the vibration isolation system utilized on running portions of track within existing tunnels. Finite element analysis (FEA) was used to evaluate the dynamic interaction between the vehicle, rails, resilient rail fasteners and the vibration isolation system. The results of the analyses guided the design in determining the size and thickness of the inertia slabs, the stiffness and design of the rubber vibration isolation pads, and the rail fastener selection.