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.
| Translated title of the contribution | Bridges as a Source of Track Faults. |
|---|---|
| Original language | German |
| Pages | 111-112, 115 |
| Volume | 38 |
| No | 3 |
| Specialist publication | Eisenbahningenieur |
| State | Published - Mar 1987 |