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ETH Zürich
Telefon: +41 44 633 71 28 |
Site Installation and Trials of the Acoustic Monitoring System SoundPrint
(Feldversuche mit dem akustischen Überwachungssystem SoundPrint)
A continuous acoustic monitoring system has been installed on a road bridge to evaluate its diagnostic performance. Sensors, attached to the structure detect and localize acoustical waves induced by wire breaks and transferred through the structure. Since these waves distinguishable characteristic features irrelevant data can be filtered out. The analysis and interpretation are done using problem oriented software. This enables a visualization of wire breaks and their clustering and thus to evaluate the deterioration process of the bridge.
In North America SoundPrint is commercially available to monitor buildings and bridges. In particular the monitoring of monostrands in flats slab buildings is common. Experiences with monitoring of a prestressed concrete bridge were made in Great Britain.
The considered bridge in Roveredo, canton Grisons crosses the river Moesa and was built in 1952. It is one of the first prestressed concrete bridges in Switzerland and each of the two spans is 30 m long. In the longitudinal direction it is prestressed with 84 tendons; there are 21 additional tendons above the pier. Each tendon contains 12 wires of 7 mm diameter. Insufficient grouting and de-icing salts among other causes have led to deterioration and wire breaks.
The continuous acoustic monitoring system is operational since June 2004. Several spontaneous wire breaks have been detected, classified and localized. Three of those were confirmed by invasive inspections. Additionally, two artificial wire breaks in fully grouted tendons were performed by catalytic corrosion-cells as blind tests.
Due to the results of the acoustic monitoring the owner decided to examine the bridge. As a consequence of the monitoring and the further assessment the owner decided to replace the bridge in 2006. The continuous acoustic monitoring of the Ponte Moesa will be continued. More wires might break spontaneously. The replacement of the bridge provides the opportunity to inspect the bridge by intrusive methods to confirm all the detected wire breaks. Furthermore the accuracy of localization can be checked and the different influences on the localization can be evaluated.
| WS 02/03 | Baustatik III (Theory of Structures III) |
| SS 03 | Brückenbau I (Bridge Design I) |
| WS 03/04 |
Brückenbau II (Bridge Design II) Entwurf (Conceptual Design) |
| SS 04 | Semesterarbeiten (Term Papers): Überprüfung bestehender Bauwerke bezüglich Erdbeben |
| WS 04/05 |
Diplomarbeiten (Diploma Theses): Hexentobelbrücke A28 Prättigauerstrasse Entwurf (Conceptual Design) |
| SS 05 | Projektarbeiten Bachelor (Projects Bachelor) |
| WS 05/06 |
Semesterarbeiten (Term Papers): Neue Entwicklungen im Brückenbau in der Schweiz Diplomarbeiten (Diploma Theses): Erhaltung des Ponte Moesa in Roveredo |
| SS 06 | Flächentragwerke (Plate and Shell Structures) |
| WS 06/07 |
Seminararbeit Entwurf (Conceptual Design) Diplomarbeiten (Diploma Theses): St. Luzibrücke Chur |
| SS 07 |
Bachelor-Arbeiten (Bachelor Theses): Neue Entwicklungen im Brückenbau in der Schweiz Projektarbeiten Master (Projects Master): Bestimmung der Rissbreitenentwicklung in Stahlbetonplatten mit der Schallemissionsanalyse |
| HS 09 | Flächentragwerke (Plate and Shell Structures) |
| HS 10 | Flächentragwerke (Plate and Shell Structures) |
| HS 11 | Flächentragwerke (Plate and Shell Structures) |
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