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- Assessment of concrete structures (2)
- Multi sensor (2)
- NDT (2)
- Scanner (2)
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- Clustering (1)
- Composites (1)
- Concrete evaluation (1)
- Damage assessment (1)
- Data acquisition (1)
Organisationseinheit der BAM
The paper addresses beech wood as well as vulcanized fiber and discusses the results obtained when using acoustic emission and thermography as non-destructive testing techniques along tensile and load increase fatigue tests to characterize the wooden material’s behavior under increasing fatigue loads to get enhanced information regarding the fatigue behavior of both materials. Reference is mainly made to the materials’ anisotropic and microstructural behavior and what implications this has with respect to the materials’ strength. The influence of moisture is discussed, as well as parameters that may deserve monitoring in the sense of structural health monitoring to be applied in timber structures in general.
Im Zuge der Anwendung des Schadens-Toleranz-Prinzips wird ein adäquates zerstörungsfreies Prüfsystem benötigt um strukturelle Integrität sicher zu stellen. Wenn ein zerstörungsfreies Prüfsystem jedoch bis zu den Grenzen der Detektionsfähigkeit beansprucht wird, liefert es keine übereinstimmende Indikationen der Defektentdeckung (Hit/Miss). Deshalb wird dessen Fähigkeit Defekte zu entdecken als Entdeckungswahrscheinlichkeit (POD Probability of Detection) ausgedrückt. In der herkömmlichen 'Signal Response' Signal-Antwort-Zuverlässigkeitsanalyse wird die Entdeckungswahrscheinlichkeit als eine Funktion der Defektgröße angegeben. Die Eignung des Prüfsystems wird durch den Vergleich der Größe des Defektes, der zuverlässig entdeckt wird, mit der des größten zulässigen Defektes, der die strukturelle Integrität nicht gefährdet, verifiziert. Analysen moderner Strukturen zeigen aber, dass auch andere Parameter den Schweregrad des Defektes bzgl. der Integrität der Struktur bestimmen können. Im Rahmen der Multi-Parameter-Zuverlässigkeitsanalyse kann die Entdeckungswahrscheinlichkeit als eine Funktion verschiedener Einflussparameter ausgedrückt werden. Wenn die Eignung des zerstörungsfreien Prüfsystems bestimmt wird, muss die Fähigkeit des Systems Defekte zu entdecken gegenüber dem kritischen Wert genau des Parameters ausgedrückt und geprüft werden, der den Schweregrad des Defektes für die Integrität der Struktur bestimmt. Die Nichterfüllung dieser Forderung kann zur Ablehnung von intakten Teilen oder der Akzeptanz von schlechten Teilen führen. Das Prinzip wird anhand von longitudinalen Ultraschall-Sende-Empfangs-Prüfdaten der Gußeisenmatrix mit oberflächenoffenen, semi-elliptischen, rißartigen Defekten demonstriert.
Infrastructure is subject to continuous ageing. This has given life cycle management of infrastructure an increasing role. Reliable inspection and monitoring tools are therefore an increasing demand. 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 concrete structures thickness measurements are combined with flaw detection and additional information about reinforcement and tendon ducts is required.
Therefore, a multi-sensor measurement approach is necessary with a high degree of automation. Otherwise a time consuming succession of manual measurements has to be performed which would prevent practical applications. A modular control and data acquisition approach is described and the application of two different automated measurement devices is shown. The BetoScan system consists of a self-navigating
mobile robot. The system is especially designed for the investigation of reinforced concrete floors exposed to de-icing salts. The data acquisition of the OSSCAR system a multi-sensor scanner is similar to the robot approach. These different applications are based on a similar kernel allowing the modular use of different contact and noncontact sensors. The described general concept of multi-sensor data acquisition and data analysis presented here is not limited to the field of civil engineering applications.
Automated multi-sensor systems in civil engineering for condition assessment of concrete structures
(2012)
When pushed to the limits of their detection capability, NDE systems do not produce consistent hit/miss
indications. Their capability of detecting small defects is therefore expressed in terms of POD. An adequate
NDE system is required to ensure the structural integrity. In conventional signal response analysis, the POD is
expressed as a function of the defect size, and its adequacy for the inspection task is tested against the maximum
allowable defect size which will not undermine the structural integrity. Analyses of modern structures show that
other parameters, beside the defect size, can both significantly influence the POD and determine the severity of
the defect for the structure. Within the multi-parameter reliability analysis, the POD is expressed as a function of
those influencing parameters. When determining the adequacy of the NDE system, the capability of detecting a
defect has to be expressed and tested against the critical value of exactly that parameter that determines defects
severity for the structure. Failing to do so can lead to a rejection of the healthy, or acceptance of the bad part.
The principle is demonstrated on the example of the Transmit-Receive Longitudinal (TRL) ultrasonic inspection
of the iron cast component for semi-elliptical surface defects.
Composite-overwrapped pressure vessels (COPV) are increasingly used in the transportation industry due to their high strength to mass ratio. Throughout the years, various designs were developed and found their applications. Currently, there are five designs, which can be subdivided into two main categories - with a load-sharing metal liner and with a non-load-sharing plastic liner. The main damage mechanism defining the lifetime of the first type is fatigue of the metal liner, whereas for the second type it is fatigue of the composite overwrap. Nevertheless, one damage type which may drastically reduce the lifetime of COPV is impact-induced damage. Therefore, this barely visible damage needs to be assessed in a non-destructive way to decide whether the pressure vessel can be further used or has to be put out of service. One of the possible methods is based on ultrasonic waves. In this contribution, both conventional ultrasonic testing (UT) by high-frequency bulk waves and wavenumber mapping by low frequency guided waves are used to evaluate impact damage. Wavenumber mapping techniques are first benchmarked on a simulated aluminium panel then applied to experimental measurements acquired on a delaminated aluminium-CFRP composite plate which corresponds to a structure of COPV with a load-sharing metal liner. The analysis of experimental data obtained from measurements of guided waves propagating in an aluminium-CFRP composite plate with impact-induced damage is performed. All approaches show similar performance in terms of quantification of damage size and depths while being applied to numerical data. The approaches used on the experimental data deliver an accurate estimate of the in-plane size of the large delamination at the aluminium-CFRP interface but only a rough estimate of its depth. Moreover, none of the wavenumber mapping techniques used in the study can quantify every delamination between CFRP plies caused by the impact, which is the case for conventional UT. This may be solved by using higher frequencies (shorter wavelengths) or more advanced signal processing techniques. All in all, it can be concluded that imaging of complex impact damage in fibre-reinforced composites based on wavenumber mapping is not straightforward and stays a challenging task.
Die Kenntnis der Leistungsfähigkeit von zerstörungsfreien Prüfverfahren
im Bauwesen (ZfPBau-Verfahren) ist eine wichtige Grundlage für deren
zunehmende Akzeptanz in der Baupraxis. Insbesondere bei Radar wird von Anwendern
immer wieder nachgefragt, bis in welche Tiefe, bei welchem Betonalter und
mit welcher Antennenfrequenz schlaffe Bewehrung zuverlässig geortet werden
kann. Die Frage nach der Eindringtiefe in Bezug zum Betonalter ist insofern von
Bedeutung, dass eine erfolgreiche Anwendung an Bestandsbauwerken an vergleichbaren
Bauteilen aus jungem Beton misslingen kann, wenn die Anwendungsgrenzen
von Radar an jungem Beton nicht richtig eingeschätzt werden. Da in realen
Bauteilen der Bewehrungsgehalt stark differiert, ist für den Anwender auch von
Interesse, wie sich die Zuverlässigkeit des Verfahrens mit zunehmender Verlegedichte
der oberflachennahen Bewehrung ändert.
In diesem Beitrag werden systematische Untersuchungen an Stahlbetonbauteilen mit
Bewehrungsstäben in variierender Verlegetiefe bei zunehmendem Betonalter und
zunehmender Verlegedichte der oberflächennahen Bewehrung vorgestellt. Die
Untersuchungen erfolgten unter Verwendung von Radarantennen mit Signalmittenfrequenzen
von 1,2 GHz-, 1,6 GHz- und 2,3 GHz. Die Dielektrizitätszahl εr
wird bezüglich ihrer Streuung im Bauteil quantifiziert. Daraus ergeben sich ebenso
Kenntnisse über die Streuung der Wellenausbreitungsgeschwindigkeit, die beim
Einsatz von Migrationsalgorithmen von großer Bedeutung sind.
Die Ergebnisse zum Eindringverhalten von Radar werden dem Anwender quantitativ
in Abhängigkeit vom Betonalter und der Signalmittenfrequenz der Radarantennen
zur Verfügung gestellt. In tabellarischer Form bieten die Ergebnisse so eine
wichtige Orientierungshilfe für Untersuchungen an neu errichteten Stahl- und
Spannbetonbauteilen und können als Ergänzung des DGZfP-Merkblatts B10 dienen.
We present the results of a machine learning (ML)- inspired data fusion approach, applied to multi-sensory nondestructive testing (NDT) data. Our dataset consists of Impact-Echo (IE), Ultrasonic Pulse Echo (US) and Ground Penetrating Radar (GPR) measurements collected on large-scale concrete specimens with built–in simulated honeycombing defects. In a previous study we were able to improve the detectability of honeycombs by fusing the information from the three different sensors with the density based clustering algorithm DBSCAN. We demonstrated the advantage of data fusion in reducing the false positives up to 10% compared to the best single sensor, thus, improving the detectability of the defects. The main objective of this contribution is to investigate the generality, i.e. whether the conclusions from one specimen can be adapted to the other. The effectiveness of the proposed approach on a separate full-scale concrete specimen was evaluated.
The Scaled Boundary Finite Element Method (SBFEM) is a semi-analytical method that shows promising results in modelling of guided ultrasonic waves. Efficiency and low computational cost of the method are achieved by a discretisation of the boundary of a computational domain only, whereas for the domain itself the analytical solution is used. By means of the SBFEM different types of defects, e.g. cracks, pores, delamination, corrosion, integrated into a structure consisting of anisotropic and isotropic materials can be modelled.
In this contribution, the SBFEM is used to analyse the propagation of guided waves in a structure consisting of an isotropic metal bonded to anisotropic carbon fibre reinforced material. The method allows appropriate wave types (modes) to be identified and to analyse their interaction with different defects. Results obtained are used to develop a structural health monitoring system for composite pressure vessels used in automotive and aerospace industries.
Damage Quantification in Aluminium-CFRP Composite Structures using Guided Wave Wavenumber Mapping
(2019)
The use of composite materials is associated not only with the advantages of weight reduction and improved structural performance but also with the risk of barely visible impacts or manufacturing damages. One of the promising techniques for the detection and characterisation of such damages is based on ultrasonic guided wave propagation and analysis. However, the multimodal nature and dispersive behaviour of these waves make their analysis difficult. Various signal processing techniques have been proposed for easier interpretation of guided wave signals and extraction of the necessary information about the damage. One of them is the wavenumber mapping which consists of creating a cartography of the wavenumber of a propagating mode over an inspected area, using a dense wavefield acquisition measured for example with a scanning laser Doppler vibrometer. This technique allows both the quantification of the in-plane size and the depth of damage, for example, impact-induced delamination in composite laminates.
In this contribution, wavenumber mapping is applied to a delaminated aluminium-CFRP composite structure which corresponds to composite-overwrapped pressure vessels used for storing gases in aerospace and automotive industries. The analysis of experimental data obtained from measurements of guided waves propagating in an aluminium-CFRP composite plate with impact-induced damage is performed. The output of the imaging is a three-dimensional representation of the delamination induced by the impact. Good agreement between conventional ultrasonic testing and guided wave damage mapping can be found.