printlogo
http://www.ethz.ch/
Professur für Baustatik und Konstruktion, Konstruktion und Erhaltung
 
print
  
Deutsch English

Kalicka, Malgorzata Weronika

Malgorzata Weronika Kalicka

ETH Zürich
Malgorzata Weronika Kalicka
Institut f. Baustatik und Konstruktion
HIL E 34.1
Wolfgang-Pauli-Str. 15
8093 Zürich

Telefon: +41 44 633 31 23
E-Mail: 

Research

Structural Diagnosis of Concrete Bridges by Acoustic Emission

In order to obtain adequate information about structural performance, appropriate monitoring is necessary. Applied techniques should be capable of discovering, localizing and evaluating developing processes in a structure that are leading to local as well as global failures. Effective and early discovery and recognition of destructive processes will help in optimizing actions on structures namely planning of examination and repair.
The main aim of the study is to recognize and evaluate destructive processes initiating and developing inside a structure. Acoustic Emission (AE) that is a passive non-destructive technique is considered. The relevance of recorded events namely acoustic signals that correspond to active i.e. initiating and developing destructive processes will be evaluated. The acoustic signals will be recorded in the zones of a considered structure that are subject to elevated stresses. It is expected that higher acoustic activity is activated by heavy traffic. Therefore, the level of damage severity will be related to measured external parameters that are acceleration, strain and temperature. The monitoring will be performed under regular operating conditions. In order to capture unforeseen activities, the monitoring should be performed continuously over a long period of time. The study considers mainly field but also laboratory investigations.
The planned field monitoring will be performed on two existing prestressed concrete box girder bridges in Zurich. Both viaducts, built in the 70-ties, cross the SBB railway lines and are continuous girders with 9 and 15 spans, respectively. The investigations will consider signal propagation in two types of concrete i.e. light and normal, with respect to the operating traffic. The sensors will be installed inside the box on the soffit of the top slab. The readings will be automatically synchronized and activated by trigger events, namely vehicles passing over the considered measurement area. This solution should reduce and pre-select the recorded data. The planned outcome is a procedure that automatically detects warning signal activities and supports the prognosis of the structural safety and serviceability.

My recent publications

Teaching activities

HS 09 Seminararbeit Entwurf (Conceptual Design)
FS 10 Brückenbau (Bridge Design)
Projektarbeiten Master (Projects Master): Übereinstimmung der Betonnormen EN 1992-1 und SIA 262
HS 10 Erhaltung von Tragwerken (Preservation of Structures)
FS 11 Projektarbeiten Master (Projects Master): Übereinstimmung der Betonnormen EN 1992/prEN 13670 und SIA 262
Projektarbeiten Master (Projects Master): Wojciechow Brücke üben den Pierzchnianka Fluss
HS 11 Seminararbeit Entwurf (Conceptual Design)
FS 12 Master-Arbeit (Master Thesis): Überprüfung der Hermetschloobrücke in Zürich
HS 12 Projektarbeiten Master (Projects Master): Überprüfung der Duttweilerbrücke in Zürich
Projektarbeiten Master (Projects Master): Linthsteg Weesen, Glarus
FS 13 Brückenbau (Bridge Design)

Other activities

 

Wichtiger Hinweis:
Diese Website wird in älteren Versionen von Netscape ohne graphische Elemente dargestellt. Die Funktionalität der Website ist aber trotzdem gewährleistet. Wenn Sie diese Website regelmässig benutzen, empfehlen wir Ihnen, auf Ihrem Computer einen aktuellen Browser zu installieren. Weitere Informationen finden Sie auf
folgender Seite.

Important Note:
The content in this site is accessible to any browser or Internet device, however, some graphics will display correctly only in the newer versions of Netscape. To get the most out of our site we suggest you upgrade to a newer browser.
More information

© 2013 ETH Zürich | Impressum | Disclaimer | 26.2.2013
top