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The Transition Effect in Rail Tracks – Assessment of Transient Energy for Low Frequency Vibrations

Author(s):
Medium: journal article
Language(s): en 
Published in: Archives of Civil Engineering, , n. 1, v. 60
Page(s): 123-143
DOI: 10.2478/ace-2014-0006
Abstract:

The transition effect between different track-foundation systems is examined from the point of view of energy that is produced during the passage of load. Analytical solution is given. A model of beam on elastic foundation with damping is used as the base model. It is developed into a model composed of two parts that represent the track-subgrade system with an abrupt change in mechanical parameters: bending stiffness, foundation stiffness, damping, and mass. Several calculations are carried out including examples of comparative calculations with the Finite Difference Model and the Finite Element Model. Transient rail deflections and energy are determined, which may serve to estimate the rate of track-subgrade deterioration.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ace-2014-0006.
  • About this
    data sheet
  • Reference-ID
    10476956
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020