In this report, the vertical displacement of a railway rail due to a traveling vertical point load of variable intensity is calculated. The rail is modeled as an Euler beam, and the sleepers as simple, non-equidistant supports which lie on viscoelastic rail pads and ballast.


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    Title :

    Method of Mixed Time and Frequency Domains for Discretely Supported Rails to Transient Loads


    Contributors:

    Publication date :

    1995


    Size :

    10 pages


    Type of media :

    Report


    Type of material :

    No indication


    Language :

    English




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