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.
| Titel in Übersetzung | The rail as supporting beam |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 22-25 |
| Seitenumfang | 4 |
| Band | 55 |
| Nummer | 5 |
| Fachbuch | Eisenbahningenieur |
| Publikationsstatus | Veröffentlicht - Mai 2004 |