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Analysis and Design of New Floating Slab Track for Special Trackwork Using Finite Element Analysis (FEA)

  • J. E. Phillips
  • J. T. Nelson
Part of the Notes on Numerical Fluid Mechanics and Multidisciplinary Design book series (NNFM, volume 118)

Summary

This paper discusses Finite-Element Analysis (FEA) of a vibration-isolation system for double crossovers and turnouts in a future sub-way rail line extension. The previous design included ballasted track on continuous concrete slabs supported by natural 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. 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 concrete slabs, the stiffness and design of the rubber vibration isolation pads and the rail fastener selection.

Keywords

Concrete Slab Vibration Isolation Slab Thickness Vibration Reduction Double Crossover 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    Saurenman, H.J., Nelson, J.T., Wilson, G.P.: Handbook of Urban Rail Noise and Vibration Control, U.S. Department of Transportation, Urban Mass Transportation Administration, UMTA-MA-06-0099-82-1, DOT-TSCUMTA 81 72 (1982)Google Scholar
  2. 2.
    NEiNastran User’s Manual, Version 10.0., NEi Software Inc., Westminster, CA, U.S.A (2010)Google Scholar

Copyright information

© Springer 2012

Authors and Affiliations

  • J. E. Phillips
    • 1
  • J. T. Nelson
    • 1
  1. 1.Wilson, Ihrig & Associates, Inc.EmeryvilleU.S.A.

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