Nachträgliche Verstärkung von Spannbetonbrücken im Koppelfugenbereich mit bewehrten Betonlaschen.
Research output: Journal contributions › Journal articles › Research › peer-review
Authors
It is proposed that the tensile flanges be strengthened by means of reinforced concrete connector units, with dowel bolts as additional anchorage elements to ensure permanent bond and composite action also under not predominantly static loads. The effectiveness of the technique as a whole has been confirmed experimentally.
| Translated title of the contribution | Subsequent Strengthening of Prestressed Concrete Bridges at the Tendon Coupling Joints with Reinforced Concrete Connectors. |
|---|---|
| Original language | German |
| Journal | Beton- und Stahlbetonbau |
| Volume | 75 |
| Issue number | 10 |
| Pages (from-to) | 229-235 |
| Number of pages | 7 |
| ISSN | 0005-9900 |
| DOIs | |
| Publication status | Published - 10.1980 |
- Construction engineering and architecture