Influence of Track Stiffness on Track Behaviour under Vertical Load
The analysis of track behaviour under vertical load is traditionally based on the presumption that the stresses and deformations in track elements can be determined by the application of the Winkler’s Hypothesis. The rail is considered a beam on a continuous elastic foundation. The basis of the hypo...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
University of Zagreb, Faculty of Transport and Traffic Sciences
2012-09-01
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Series: | Promet (Zagreb) |
Subjects: | |
Online Access: | http://www.fpz.unizg.hr/traffic/index.php/PROMTT/article/view/1176 |