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Damage detection in concrete with coda wave interferometry using a 60 kHz ultrasonic signal

 Damage detection in concrete with coda wave interferometry using a 60 kHz ultrasonic signal
Auteur(s): , , , , ORCID
Présenté pendant IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, publié dans , pp. 453-457
DOI: 10.2749/prague.2022.0453
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Coda wave interferometry is an ultrasound-based possible candidate for structural health monitoring of concrete structures. It is based on a correlation evaluation of two ultrasonic signals. A pert...
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Détails bibliographiques

Auteur(s): (Technical University of Munich, Munich, Germany)
(Technical University of Munich, Munich, Germany)
(Technical University of Braunschweig, Braunschweig, Germany)
(Ruhr University Bochum, Bochum, Germany)
ORCID (Ruhr University Bochum, Bochum, Germany)
(Ruhr University Bochum, Bochum, Germany)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Publié dans:
Page(s): 453-457 Nombre total de pages (du PDF): 5
Page(s): 453-457
Nombre total de pages (du PDF): 5
DOI: 10.2749/prague.2022.0453
Abstrait:

Coda wave interferometry is an ultrasound-based possible candidate for structural health monitoring of concrete structures. It is based on a correlation evaluation of two ultrasonic signals. A perturbation, e.g., cracks in the medium are causing changes in the signal. The correlation development over the signal’s length is very characteristic for the position of the crack relative to source and receiver. This development can be modeled and allows to state an inverse problem whose solution localizes a new perturbation, e.g., crack in the medium.

An application at a four-point bending test of a reinforced concrete specimen with a span of 3.5 m and 25 ultrasonic transducers with a used central frequency of 60 kHz shows promising results for damage detection. The coda technology can successfully distinguish multiple developing cracks and results are compared to fiber optic sensor measurements. Some problems like cracks that develop into the installation position of the ultrasonic transducers are also found and solutions are proposed.

Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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