Abstract
Rail bending and bending moment, as well as ballast compression, can be computed using the well-known Winkler/Zimmermann method. In evaluating the dynamic behaviour of the permanent way the secondary flexion of the rail needs to be taken into account.
Translated title of the contribution | The rail as supporting beam |
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Original language | German |
Pages | 22-25 |
Number of pages | 4 |
Volume | 55 |
No | 5 |
Specialist publication | Eisenbahningenieur |
State | Published - May 2004 |