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Dive into the research topics where Markus Stoppel is active.

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Featured researches published by Markus Stoppel.


Journal of Infrastructure Systems | 2013

Measurement of Accelerated Steel Corrosion in Concrete Using Ground-Penetrating Radar and a Modified Half-Cell Potential Method

Wai‐Lok Lai; Thomas Kind; Markus Stoppel; Herbert Wiggenhauser

A new approach is presented to evaluate corrosion of steel bars in concrete by 1.5- and 2.6-GHz ground-penetrating radar (GPR) and a modified half-cell potential method. Changes in time-lapsed travel times, amplitudes, and peak frequencies that are associated with short-time Fourier transform spectrograms of the bar reflections were continuously measured. The year-long corrosion process of the reinforcement bar rapidly accelerated within a few days by impressing direct current across a pair of embedded reinforcement bars, which served as the anode and cathode. When corrosion started, the travel times, amplitudes, and frequency spectra of the bar reflection changed. The results were analyzed by dividing the material’s response into three phases (NaCl contamination, depassivation, and corrosion). The writers attribute the phenomena of the first two phases to the ionic conduction and interfacial polarization effect, described in the low-frequency regime of complex dielectric permittivity outlined in the Maxwell-Wagner effect. The remaining phase corresponds with the appearance of large and multiple interfaces among steel, concrete, corrosion product, and cracks, in addition to the upward movement of the corrosion product to the concrete surface that intercepts wider radar footprints. The findings, based on time lapse measurements, provide a basis to further apply the GPR technique to spatial measurements in laboratory and field studies.


REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION VOLUME 29 | 2010

CONTROL AND DATA ACQUISITION OF AUTOMATED MULTI‐SENSOR SYSTEMS‐TWO EXAMPLES FROM CIVIL ENGINEERING

Jochen H. Kurz; Markus Stoppel; Alexander Taffe; Gerd Dobmann

A combination of different non‐destructive test methods is often necessary to receive reliable results for material characterization, flaw detection and the determination of component specific geometry parameters. Regarding structures of concrete thickness measurements are combined with flaw detection. Furthermore, additional information about reinforcement and tendon ducts is needed. Therefore, a multi‐sensor measurement approach is required with a high degree of automation. Otherwise a time consuming succession of manual measurements has to be performed. A modular control and data acquisition approach will be described and the application to two different automated measurement devices will be shown. These are results from two collaborative projects dealing with the development of an automobile robot system and a highly flexible scanner system. These different applications are based on a similar kernel allowing the modular use of different contact and non‐contact sensors. Therefore, continuous and point measurement devices can be combined and multiple sensor combinations are possible. This measurement approach leads to results in form of point data and time series. Furthermore, the coordinates of each measurement can be device dependent. Therefore, a flexible analysis concept is needed. Since often only a combination of several methods will lead to significant results the fusion of the analyzed data must also be possible. Several aspects as well as limits and future trends concerning analysis and also flexible data storage will be discussed.A combination of different non‐destructive test methods is often necessary to receive reliable results for material characterization, flaw detection and the determination of component specific geometry parameters. Regarding structures of concrete thickness measurements are combined with flaw detection. Furthermore, additional information about reinforcement and tendon ducts is needed. Therefore, a multi‐sensor measurement approach is required with a high degree of automation. Otherwise a time consuming succession of manual measurements has to be performed. A modular control and data acquisition approach will be described and the application to two different automated measurement devices will be shown. These are results from two collaborative projects dealing with the development of an automobile robot system and a highly flexible scanner system. These different applications are based on a similar kernel allowing the modular use of different contact and non‐contact sensors. Therefore, continuous and point ...


Beton- Und Stahlbetonbau | 2011

Bauwerkscanner zur automatisierten und kombinierten Anwendung zerstörungsfreier Prüfverfahren im Bauwesen

Alexander Taffe; Thomas Kind; Markus Stoppel; Jochen H. Kurz


Archive | 2008

BETOSCAN – An instrumented mobile robot system for the diagnosis of reinforced concrete floors

Michael Raupach; Kenji Reichling; Markus Stoppel; Gerd Dobmann; Jochen H. Kurz


ACTA IMEKO | 2015

Two application examples of RFID sensor systems- identification and diagnosis of concrete components and monitoring of dangerous goods transports

Matthias Bartholmai; Markus Stoppel; Sergej Petrov; Stefan Hohendorf; Thomas Goedecke


Journal of Nondestructive Evaluation | 2014

Image Fusion for Improved Detection of Near-Surface Defects in NDT-CE Using Unsupervised Clustering Methods

Patricia Cotič; Zvonko Jagličić; Ernst Niederleithinger; Markus Stoppel; Vlatko Bosiljkov


Beton- Und Stahlbetonbau | 2009

Zustandsermittlung und Schadensdiagnose für Parkhäuser mit automatisierten zerstörungsfreien Prüfverfahren

Markus Stoppel; Alexander Taffe; Kenji Reichling; Jochen H. Kurz


Archive | 2016

BETOSCAN - Parkdeck Multisensorik - selbst fahrendes Scannersystem für Betonflächendiagnosen

Herbert Wiggenhauser; Markus Stoppel; Christoph Strangfeld


Archive | 2014

Unsupervised Fusion of Scattered Data Collected by a Multi-Sensor Robot on Concrete

Patricia Cotič; Ernst Niederleithinger; Markus Stoppel


Beton- Und Stahlbetonbau | 2012

Automatisierte zerstoerungsfreie Prueftechnik fuer grossflaechige Stahlbetontragwerke. Ein Anwendungsbeispiel / Automated non-destructive inspection techniques for large reinforced concrete constructions - an example of use

D R Hussung; Jochen H. Kurz; Markus Stoppel

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Alexander Taffe

Bundesanstalt für Materialforschung und -prüfung

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Thomas Kind

Bundesanstalt für Materialforschung und -prüfung

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Ernst Niederleithinger

Bundesanstalt für Materialforschung und -prüfung

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Herbert Wiggenhauser

Bundesanstalt für Materialforschung und -prüfung

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Matthias Bartholmai

Bundesanstalt für Materialforschung und -prüfung

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Sergej Petrov

Bundesanstalt für Materialforschung und -prüfung

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Stefan Hohendorf

Bundesanstalt für Materialforschung und -prüfung

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