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 |
|---|---|
| Original language | German |
| Pages | 22-25 |
| Number of pages | 4 |
| Volume | 55 |
| No | 5 |
| Specialist publication | Eisenbahningenieur |
| State | Published - May 2004 |
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