Technical Papers
Mar 16, 2016

Evaluation of Reinforcing Bars Using the Magnetic Flux Leakage Method

Publication: Journal of Infrastructure Systems
Volume 23, Issue 1

Abstract

Reinforcement bars in concrete are exposed to several actions, such as overloading, fatigue, and corrosion. These actions can lead to a deterioration of the reinforcement bars. However, only advanced stages of damage in the reinforcement will be visible at the surface. Since no suitable commercial nondestructive methods are available yet, the concrete cover must be removed if damage is suspected. The magnetic flux leakage method is a promising approach to solving this problem. A measuring device was developed that enables the simultaneous magnetization of the reinforcement and measurement over a width of 20 cm. To support the user, a software is in development that allows for immediate evaluation and interpretation of the results. The present project aims at demonstrating the value of the magnetic flux leakage method in particular for bridge evaluation.

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References

Burger, W., and Burge, M. J. (2015). Digitale Bildverarbeitung—Eine algorithmische Einführung mit Java, 3rd Ed., Springer, Berlin.
COMSOL Multiphysics [Computer software]. COMSOL, Stockholm, Sweden.
Diederich, H., and Vogel, T. (2015). “Break detection in reinforcing bars using the magnetic flux leakage method.” Proc., Int. Symp. on Non-Destructive Testing in Civil Engineering, BAM-Federal Institute for Materials Research and Testing, Berlin.
Heptner, H., and Stroppe, H. (1972). Magnetische und magnetinduktive Werkstoffprüfung, VEB Deutscher Verlag für Grundstoffinsdustrie, Leipzig, Germany.
Kusenberger, F. N., and Barton, J. R. (1981). “Detection of flaws in reinforcing steel in prestressed concrete bridge members.”, Southwest Research Institute, San Antonio.
Sawade, G. (1999). “Numerische Modellierung der magnetischen Streufeldmessung zur Ortung von Spannstahlbrüchen.”Werkstoffe und Werkstoffprüfung im Bauwesen, Universität Stuttgart, Stuttgart, Germany, 338–351.
Scheel, H. (1997). “Spannstahlbruchortung an Spannbetonbauteilen mit nachträglichem Verbund unter Ausnutzung des Remanenzmagnetismus.” Ph.D. thesis, Technische Universität Berlin, Berlin.
Scheel, H. (2006). “Spanndrahtbruchortung mit der magnetischen Streufeldmethode.” Beton- und Stahlbetonbau, 101(8), 614–621.
Wolf, T. (2012). “Zur Detektion von Betonstahlbrüchen mit der magnetischen Streufeldmethode.” Ph.D. thesis, ETH Zürich, Zurich, Switzerland.

Information & Authors

Information

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 1March 2017

History

Received: Sep 4, 2015
Accepted: Jan 14, 2016
Published online: Mar 16, 2016
Discussion open until: Aug 16, 2016
Published in print: Mar 1, 2017

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Authors

Affiliations

Holger Diederich [email protected]
Research Assistant, Institute of Structural Engineering, Swiss Federal Institute of Technology Zurich, Stefano-Franscini-Platz 5, 8093 Zurich, Switzerland (corresponding author). E-mail: [email protected]
Thomas Vogel [email protected]
Full Professor, Institute of Structural Engineering, Swiss Federal Institute of Technology Zurich, Stefano-Franscini-Platz 5, 8093 Zurich, Switzerland. E-mail: [email protected]

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