Messtechnische Überwachung extern vorgespannter Betonbrücken
Author(s): |
Vazul Boros
Balthasar Novák Eberhard Pelke Gerhard Koster |
---|---|
Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, October 2016, n. 10, v. 93 |
Page(s): | 725-729 |
DOI: | 10.1002/bate.201600066 |
Abstract: |
Monitoring of reinforced concrete bridges retrofitted by external tendonsAn established retrofitting method for bridges with deficits in their load bearing capacity is the installation of external tendons to increase the lifespan of the structure. A critical detail of the retrofitting is the anchorage block, where significant forces have to be introduced into the existing superstructure. Therefore, the anchorage blocks of three bridges in Hessen were monitored. They were fitted with extensometers, strain gauges were installed on prestressing rods and the temperature was recorded. Furthermore alert protocols were established, to detect potentially critical situations. The effects of different construction stages were tracked. The influence of short- and long-term temperature changes on the readings was assessed. In summary, the monitoring provided valuable insights into the structural interaction between the existing superstructure and the elements of the retrofitting. |
Keywords: |
bridges strengthening external prestressing strain gauges retrofitting extensometers monitoring external tendons
|
Available from: | Refer to publisher |
Structure Types
- About this
data sheet - Reference-ID
10074866 - Published on:
10/11/2016 - Last updated on:
07/12/2016