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Eingeladener Vortrag
- nein (101)
Non-destructive testing (NDT) of concrete structures is performed using pulse-echo methods. According to the type of the applied waves it can be classified as acoustic (Impact-Echo, Ultrasonics) and electromagnetic methods (Radar). The results are visualised through different imaging processes. This work is performed in the frame of a research project promoted by Deutsche Forschungsgemeinschaft (FOR384). The objective of data fusion is to use the complementary information of the different methods. Radar can detect metallic reflectors in concrete (metallic ducts and concrete reinforcement) very well. This method is not able to locate defects behind these reflectors (injecting defects, defects behind close concrete reinforcement), because the electromagnetic waves are completely reflected at metals. The acoustic methods are able to compensate this deficit i.e. Acoustic waves can penetrate through metal. But acoustic waves in the ultrasonic range are completely reflected by air layers. Air layers have smaller influence on radar propagation, so that both methods complement each other. In order to be able to combine the NDT-data from several methods records at the same volume, the different data setsmodes of signals must be adapted. The ultrasonic and radar data have to be reconstructed with programs based on the Synthetic Aperture Focusing Technique (SAFT) before data fusion. Subsequently, a conversion of the data into a uniform format has to be carried out. This is a prerequisite in order to keep the data exchange between the project partners as simple as possible. After the data sets are imported and transferred into a common reference system, they can be processed with operations according to the purpose of the investigation. Results, which have been achieved in concrete test specimen with radar and ultrasonics, will be presented and will show the feasibility of the data fusion method.
In dem von der Forschungsinitiative Zukunft Bau geförderten Projekt
zur „3D Kartierung von Bauwerksoberflächen“ wurden Verfahren zur Ortung von Rissen und Rissverläufen an historischen Gebäuden und Skulpturen weiterentwickelt und optimiert. Diese neuen Entwicklungen zur effizienten 3D Erfassung, Darstellung und zum Monitoring von Rissen basieren auf der aktiven Thermografie, einem Trackingsystem und Ultraschall.
Systematische Untersuchungen zur Zuverlässigkeit und zu Messgenauigkeiten der Messverfahren im Labor wurden durch den kombinierten Einsatz der Verfahren an Skulpturen aus historischem Beton an der Giebichensteinbrücke in Halle ergänzt.
Aktive Thermografie wird zunehmend für die zerstörungsfreie Prüfung insbesondere von dünnwandigen Bauteilen eingesetzt. Neben der Ortung und der Bestimmung der lateralen Ausdehnung von Fehlstellen und Inhomogenität in der Ebene parallel zur Oberfläche sind in den Messdaten auch Informationen über die Tiefe bzw. Überdeckung von Fehlstellen enthalten. In der Vergangenheit wurden verschiedene analytische Ansätze zur Rekonstruktion dieser Tiefeninformationen umgesetzt:
- Bestimmung der Blindfrequenz über die Phaseninformationen der Puls-Phasen-Thermografie
- Bestimmung des Phasenkontrastes bei der Lockin Thermografie
- Bestimmung der Fehlstellentiefe mittels Thermal Signal Reconstruction (TSR), d. h. aus dem
doppeltlogarithmisch dargestellten zeitlichen Verlauf der Abkühlung nach impulsartiger Erwärmung
Nachteil aller bisherigen analytischer Verfahren basierend auf eindimensionalen Modellen ist, dass der Einfluss lateraler Wärmeleitungseffekte nicht berücksichtigt wird. Dieser kann jedoch bei kleineren Fehlstellen nicht mehr vernachlässigt werden, wozu bisher jedoch nur teilempirische Ansätze realisiert wurden. Erst numerische Rekonstruktionsverfahren ermöglichen eine Rekonstruktion auch komplexerer Defektgeometrien unter Berücksichtigung lateraler Wärmeleitungsprozesse sowie anisotroper thermischer Materialeigenschaften. In diesem B
eitrag werden die verschiedenen Ansätze in der 3D-Datenanalyse der aktiven Thermografie miteinander verglichen und die Möglichkeiten und Grenzen der Verfahren vorgestellt.
In diesem Beitrag werden Verfahren und Strategien basierend auf optischen und thermografischen Methoden zur Lokalisierung, Erfassung und Bewertung von Putzablösungen, Ablösungen von Fassadenelementen und Rissen vorgestellt. Abgelöste Fassadenbereiche und Risse zeigen dabei sowohl geometrische als auch thermische Auffälligkeiten, die im Rahmen eines Monitoring auch über größere Zeiträume verfolgt werden können. Als optische Verfahren werden die trackingbasierte taktile 3D‐Erfassung von Oberflächenmerkmalen und die Stereophotogrammetrie eingesetzt. Zur Charakterisierung verdeckter Ablösungen und Bauteile wird die aktive Thermografie mit natürlicher und künstlicher Erwärmung der Bauteiloberfläche verwendet. Systematische Untersuchungen an Probekörpern und Fallstudien (Magdeburger Dom, Wandbild in Cobbelsdorf, Giebichensteinbrücke) zeigen, wie u. a. mit der Verfahrenskombination die Schäden charakterisiert werden können.
Die messtechnische Erfassung von Bauwerkschäden ist eine wichtige Voraussetzung für die dreidimensionale und zeitaufgelöste Darstellung von möglicherweise sicherheitsrelevanten Veränderungen an Bauwerken, wie z. B. Verformungen, Verwindungen und Risswachstum. Ziel des vorgestellten Projektes war die Entwicklung eines Verfahrens zur effizienten und wiederholbaren 3D-Schadenkartierung an zum Teil empfindlichen Bauteiloberflächen.
Non-destructive testing (NDT) of concrete structures is performed using pulse-echo methods. According to the type of the applied waves it can be classified as acoustic (Impact-Echo, Ultrasonics) and electromagnetic methods (Radar). The results are visualised through different imaging processes. This work is performed in the frame of a research project promoted by Deutsche Forschungsgemeinschaft (FOR384).The objective of data fusion is to use the complementary information of the different methods. Radar can detect metallic reflectors in concrete (metallic ducts and concrete reinforcement) very well. This method is not able to locate defects behind these reflectors (injecting defects, defects behind close concrete reinforcement), because the electromagnetic waves are completely reflected at metals. The acoustic methods are able to compensate this deficit i.e. acoustic waves can penetrate through metal. But acoustic waves in the ultrasonic range are completely reflected by air layers. Air layers have smaller influence on radar propagation, so that both methods complement each other.In order to be able to combine the NDT-data from several methods records at the same volume, the different data setsmodes of signals must be adapted. The ultrasonic and radar data have to be reconstructed with programs based on the Synthetic Aperture Focusing Technique (SAFT) before data fusion. Subsequently, a conversion of the data into a uniform format has to be carried out. This is a prerequisite in order to keep the data exchange between the project partners as simple as possible. After the data sets are imported and transferred into a common reference system, they can be processed with operations according to the purpose of the investigation. Results, which have been achieved in concrete test specimen with radar and ultrasonics, will be presented and will show the feasibility of the data fusion method.
In most cases where a POD is calculated based on continuous data obtained by active thermography, the signal-to-noise ratio (SNR) of the signal, the difference of the defect signal to the background or the absolute signal is analyzed as a function of the aspect ratio (ratio of the size of a defect to its overage), although a distinct linear relationship on a linear or logarithmic scale could not be satisfactorily shown and is also not expected. Therefore, a multi-parameter probability of detection (POD) model was developed, where an â versus a continuous signal analysis was based on the linear relationship between the SNR and a multi-parameter a. This POD model is based on data which were recorded within a flash thermography round robin test with nine participants. Metal test specimens with flat bottom holes (FBHs) were analyzed by calculating the SNR of the defect signatures in the thermograms as well as in the phase images as a function of defect parameters. The linear relationship of the experimental data to the multi-parameter a was verified by comparison to data obtained from an analytical model that is considering lateral thermal heat diffusion as well as to data obtained by numerical simulation. The resulting POD curves for the thermograms and phase images give an estimation for the detectability of the FBHs with known geometry in steel using different equipment and obtained by different participants. By comparing the SNRs of FBHs with similar geometries, this POD model was transferred to aluminum and copper as well.
Within the scope of a DIN INS project, a flash thermography round robin test that evaluates reliability, comparability and efficiency of different testing situations is organized. The results give information about the detectability of defects e.g. by their size and depth, the evaluation method and by the materials used. Besides, the influence of equipment and parameters used by the participants on the results were analysed. All of the quantitative results as well as the feedback given by the participants will be presented in a DIN committee in order to contribute to a flash thermography standard.
Within the scope of a DIN INS project, a flash thermography round robin test that evaluates reliability, comparability, and efficiency of different testing situations was organized. The results give information about the detectability of defects, e.g. depending on their size and depth, the evaluation methods and the materials used. Besides, the influences of equipment and parameters used by the participants on the results were analysed. All of the quantitative results as well as the feedback given by the participants will be presented in a DIN committee in order to contribute to a flash thermography standard.
Within the scope of a DIN INS project, a flash thermography round robin test that evaluates reliability, comparability, and efficiency of different testing situations was organized. The results give information about the detectability of defects, e.g. depending on their size and depth, the evaluation methods and the materials used. Besides, the influences of equipment and parameters used by the participants on the results were analysed. All of the quantitative results as well as the feedback given by the participants will be presented in a DIN committee in order to contribute to a flash thermography standard.
A round robin test on flash thermography was organized within the scope of a standardization research project. This test gives information on reliability, comparability and efficiency of different testing situations. Data recorded on metal and CFRP test specimens with flat bottom holes (FBH) were analysed by evaluating the detectability and by calculating the signal-to-noise ratio (SNR) of the defect signatures as a function of defect parameters. For the investigation of the influence of material properties on the spatial resolution as well as on penetration depth, test specimens made of steel and copper with crossed notches and a notch ramp were constructed and investigated. Here, the minimum resolvable notch distance and the maximum detectable depth of the ramp were analysed.
A round robin test on flash thermography was organized within the scope of a standardization research project. This test gives information on reliability, comparability and efficiency of different testing situations. Data recorded on metal and CFRP test specimens with flat bottom holes (FBH) were analysed by evaluating the detectability and by calculating the signal-to-noise ratio (SNR) of the defect signatures as a function of defect parameters. For the investigation of the influence of material properties on the spatial resolution as well as on penetration depth, test specimens made of steel and copper with crossed notches and a notch ramp were constructed and investigated. Here, the minimum resolvable notch distance and the maximum detectable depth of the ramp were analysed.
False colour infrared (IR) thermography was performed on a sunny summer day in the Berlin Botanic Garden. The main interest focused on blossoms of different size, colours and shapes: disk-, bowl- and funnel-like anatomy demonstrating various modes of light absorption and heating-up during the day. Some of the flowers were phototropic or even solar tracking. Blossom temperatures ranged from 18.0 to 33.3 °C (mean 26.3 ± 2.5 °C, S.D., n = 37) at 21 °C air temperature. Several thermograms showed honey- and bumblebees also. In some cases the results are compared with those of a contact-free IR thermometry. One winter- and one late-spring-flowering plant are included in the overview.
Active infrared thermography in civil engineering - quantitative analysis by numerical simulation
(2003)
The cooling-down process of building structures after heating-up with an external radiation source was analysed to detect voids inside and below the surface. Quantitative results of concrete test specimen containing voids with different sizes at various depths will be presented here. The experimental results were compared to numerical simulations performed with a Finite Difference program developed at BAM.