Abstract
Extension and contraction of a bridge and bridge end torsion due to traffic load, compounded by variation in rail temperature, can lead to a disturbance of the track position. A distinction has to be made dependending on whether rail expansion joints are used or not.
| Titel in Übersetzung | Bridges as a Source of Track Faults. |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 111-112, 115 |
| Band | 38 |
| Nummer | 3 |
| Fachbuch | Eisenbahningenieur |
| Publikationsstatus | Veröffentlicht - März 1987 |