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.
Method of Mixed Time and Frequency Domains for Discretely Supported Rails to Transient Loads
1995
10 pages
Report
Keine Angabe
Englisch
Discretely Supported Rails Subjected to Transient Loads
Online Contents | 1996
|Discretely supported rails subjected to transient loads
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