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Eingeladener Vortrag
- nein (43)
Der vorliegende Fachartikel stellt die wichtigsten zerstörungsfreien Prüfmethoden zur Qualitätssicherung von dünnen Strukturklebungen vor. Auf diese Weise wird ersichtlich, welche Methoden neben der zerstörenden Prüfung von dünnen Strukturklebungen eingesetzt werden können, um einen Haftfestigkeitsverlust zu detektieren. Steigende Leichtbau- und Dämpfungsanforderungen an großflächige Blechbauteile sorgen trotz erhöhter Kosten für einen zunehmenden Einsatz von modernen hybriden Schichtverbundwerkstoffen in zahlreichen Konstruktionsanwendungen. In der Luft- und Raumfahrtindustrie gehören solche Werkstoffe seit geraumer Zeit zum aktuellen Stand der Technik, wohingegen diese Werkstoffkonzepte in der mobilen Großserie derzeit nur selten zum Einsatz kommen. Neben dem Materialversagen der einzelnen Schichten von Schichtverbundwerkstoffen spielt das interlaminare Versagen der Schichten untereinander eine entscheidende Rolle. In der Umformtechnik ist es möglich, dass die polymere Zwischenschicht und das Deckblech nach der Umformung noch in Kontakt stehen, obwohl die Scherfestigkeit bereits überschritten wurde. Dieser Kraftschluss der beiden Fügepartner resultiert aus den schwachen Van-der-Waals-Kräften, die eine eindeutige Detektion mit Hilfe von zerstörungsfreier Prüfung erschweren. Die vorliegende Publikation soll die Eignung diverser zerstörungsfreier Prüfverfahren auf die Detektion von sogenannten „kissing bonds“ (schwaches Anhaften der Schichten nach Versagen der Verbindung) überprüfen.
For in-service inspections on wheelset axles with a hollow drilling, mechanized ultrasound inspection systems with single element probes are typically used. The ultrasonic testing in the zones close to the external surface of the railway axles can be realized from the inside of the bore hole, without demounting the wheelset and without dismantling the wheels and the brake discs. The testing system must be able to find flaws in the external surface of the hollow shafts, whose surface lies in the radial-radial plane, these are called transversal flaw. Presently testing systems are used, where scanning is realized in the circumferential direction by mechanical rotation of the probe system in the actual drilling. The phased array probe system, which is presented here, can carry out the rotation scan electronically. The scan can be carried out by simply moving the system forward and backwards through the drilling without mechanical rotation. Manipulation becomes simpler and the inspection time can be shortened considerably. The ultrasonic beam can be inclined exactly and be focused in the plane vertical to the specimen axis.
The probe is designed with help of indispensable simulations using especially designed software developed by BAM. The feasibility and the alignment between the simulated and experimental results were shown in earlier projects reported by Boehm et al. (2006) and Völz et al. (2012). The main task here is to optimize a probe for bore holes with a diameter of 65 mm with an increase in sensitivity and a high spatial resolution. This development will be carried out by use of extensive simulations and result in certain changes of the relevant probe parameters.
Non-destructive testing (NDT) helps to find material defects without having an influence on the material itself. It is applied as a method of quality control, for online structural health monitoring, and for inspection of safety related components. Due to the ability of automation and a simple test setup ultrasonic testing is one major NDT technique next to several existing options. Whereas contact technique allows the use of higher frequencies of some MHz and phased array focusing, air-coupled ultrasonic testing (ACUT) shows different advantages. Most significant for ACUT is the absence of any coupling fluid and an economical test procedure respective time and costs. Both contact technique and ACUT have been improved and enhanced during the past years. One important enhancement is the development of airborne transducers based on ferroelectrets, like charged cellular polypropylene (cpp), which makes the application of any matching layers being mandatory in conventional piezoelectric transducers unnecessary. In this contribution we show ultrasonic inspection results of specimens made of carbon- and glass-fibre-reinforced plastic. These specimens include defects represented by drill holes and artificial delaminations of various size and depth. We compare inspection results achieved by using contact technique to those achieved by ACUT. For ACUT, conventional piezoelectric transducers and transducers based on cpp were used, both focused as well as non-focused types. Contact inspections were performed with a multi-channel matrix array probe. Once the inspection data is recorded it can be analysed in order to detect and evaluate defects in the specimen. We present different analysing strategies and compare these regarding detection rate and sizing of defects.
Die zerstörungsfreie Prüfung von Eisenbahnschienen wird mit Schienenprüfzügen durchgeführt. In den Prüfsystemen liegen alle Messdaten und Ortskoordinaten in digitaler Form vor. Mithilfe einer automatisierten Auswertung und Standardisierung der Datenformate ist eine Einbindung der Prüfergebnisse in Instandhaltungskonzepte möglich, die auf den Ideen von Industrie 4.0 bzw. Bahn 4.0 basieren. Für die Erhöhung der passiven Sicherheit der Komponente Schiene durch die automatisierte Klassifizierung von Anzeigen, deren Bewertung und Verortung kann eine moderne zerstörungsfreie Prüfung einen signifikanten Beitrag leisten. Dieser Grundgedanke wurde bereits bei der technischen Auslegung der Prüfsysteme in den Schienenprüfzügen berücksichtigt. In diesem Vortrag wird dargestellt, welche Möglichkeiten die installierte Technik bereits heute bereitstellt und welche Synergien mit einer automatisierten auf bildgebenden Methoden basierenden Bewertung in Zukunft möglich sind.
High speed ultrasonic axle inspection using a phased array with an electronically rotated beam
(2016)
The ultrasonic testing of the railway axes with a hollow drilling can be realized from the inside of the drill hole without demounting the axes and without dismantling the wheels and the brake discs. Flaws in the outer surface of the hollow shafts, whose orientation lies in the radial-radial plane have to be detected. Common testing systems use scanning in the circumferential direction by mechanical rotation of the probe system in the drilling. The presented phased array probe system carries out the rotation scan by electronically steering of the sound field only. Thereby manipulation of the probe inside the drilling becomes more simple and the inspection time can be shortened significantly. The beam will additionally be focused in the plane vertical to the specimen axis to optimize sound field parameters to different axle geometries.
Increased use of high performance steel (HPS) for demanding applications calls for non-destructive ultrasonic testing methods which is covered by standards like SEP 1927 (1) and ASTM E588 (2). Here, an adaption of standards like increasing sensitivity and resolution of ultrasonic testing may be needed in order to improve determination of steel cleanliness.
Modern requirements on standardization in that field have been evaluated during the INCAFAT project “A novel approach for rating fatigue-initiating inclusions in highly demanding steel” which was funded by the European Commission.
Main results of this research show that an adapted standard should be open to different type of specimen due to the diversity in application. This includes a wide range from bars, rings and plates as well as different inspection sensitivities. An adapted standard should be open to the definition of the volume to be investigated and open to be selected by the user. Furthermore, for enhanced resolution the frequency range should be extended to higher frequencies. The use of focal beam probes shall be mandatory and probes should be selected according to the geometry of the specimen. Therefore, calibration procedures have to be improved significantly to allow proper sizing of indications. Indication height shall be directly transferred into an equivalent disc shaped reflector taking distance amplitude curves as well as signal amplitude distribution and signal travel time into account.
A new standard draft proposal taking all these requirements into account has been filed in the frame of the INCAFAT project and is now on discussion.
Compared to standard ultrasonic testing methods the application of phased arrays offers advantages and flexibility by the electronic steering possibilities to control the transmitted and received sound fields as well as the image based evaluation of the recorded scans. For more than one decade phased array systems have been introduced and used in the railway sector for the inspection of wheelsets in the workshops. Up to the present field applications of phased array systems in rail inspection are rather rare. On the other hand a lot of scientific work on rail testing using phased arrays has been carried out in the recent past.
Mechanized ultrasonic rail inspection poses strong challenges e.g. due to the harsh environment, complex flaw types and high inspection speeds. Different tasks have to be carried out by non-destructive testing ranging from manufacturing inspection of thermite welds to in-service inspection for operational induced flaws in the rail head, rail web and rail foot as well as rolling contact fatigue. This work will give an overview and categorization of different present approaches for rail testing using phased array.
Phased array systems typically offer digital image based inspection results. This make these systems become the perfect candidates to feed inspection data into a modern big data based workflow, using e.g. cloud computing, signal processing and data fusion for recording, positioning and tracking of flaws and artefacts in rails and to gain additional benefit.
Evaluation of promising innovative approaches and solutions for phased array based ultrasonic rail inspection in the frame of “Industry 4.0” will be discussed.
In the last twenty years, components made of fibre-reinforced plastic became a prominently used material in safety-relevant structures. Periodic in-service inspection of these structures using reliable non-destructive testing methods became a relevant issue in the field. The goal of the EMRP-funded project VITCEA (Validated Inspection Techniques for Composites in Energy Applications) aims on the evaluation of the performance of various non-destructive testing methods on the inspection of fibre-reinforced plastics.
In this talk the results of the comparison of different ultrasonic testing methods will be discussed. There are two challenges for the ultrasonic inspection of fibre-reinforced plastics. Firstly, different material properties of the fibre and the resin cause anisotropic acoustical behaviour of the material. Secondly, the physical layout of fibre layers leads to complex structures of fibre-reinforced plastic parts, and thus to a complex acoustical response. Both result in a reduction of the signal to noise ratio and make interpretation of measurement results rather extensive.
During the VITCEA project, the acoustical behaviour of fibre-reinforced plate materials has been simulated. Specimens with artificial flaws for the evaluation of the detection thresholds have been designed and manufactured.
Various mechanized ultrasonic testing methods including phased-array sensors, air-coupled transducers, immersion tank testing and contact technique have been evaluated on the specially designed specimen. Laboratory scale tests and a round robin test have been carried out. The probability of detection and the detection thresholds for each method have been estimated.
Die Ultraschall Phased-Array Technik bietet durch die variable elektronische Steuerung des Schallfeldes gegenüber konventioneller Prüftechnik Vorteile bei vielen Prüfaufgaben, sowohl bei der Datenaufnahme als auch der bildhaften Bewertung. Die mechanisierte Schienenprüfung stellt sehr hohe Anforderungen an die Prüftechnik insbesondere durch die hohen Prüfgeschwindigkeiten von bis zu 20 m/s.
Im Rahmen dieses Vortrags wird evaluiert, welche Lösungsansätze auf Basis der Ultraschall Phased-Array Technik vielversprechend erscheinen für einen Einsatz im Umfeld von Bahn 4.0.
Die Simulation von Ultraschallausbreitung ist ein wesentliches Hilfsmittel zur Optimierung von Prüfanordnungen und wird zunehmend in der Prüfvorbereitung eingesetzt. Eisenbahnschienen sind Bauteile mit komplexer Geometrie und im eingebauten Zustand eingeschränkter Zugänglichkeit. Bei der Prüfung im Feld entstehen aus der Schienengeometrie komplexe Echosignale mit Formanzeigen, die schwer zu interpretieren sind.
Für das bessere Verständnis der Schallausbreitung in der Eisenbahnschiene wird diese in einem ersten Schritt mit Hilfe verschiedener Ansätze modelliert. Hierbei werden Finite Elemente Methoden und semi-analytischen Modelle verwendet. In einem zweiten Schritt werden die Ergebnisse der Simulationsmodelle einander gegenübergestellt und mit Messungen an realen Schienen verglichen.
Ziel dieser Untersuchungen ist die Validierung von Simulationsverfahren mit Hilfe von Messdatensätzen und Überprüfung der Anwendbarkeit bei der Bewertung von Ergebnissen der Schienenprüfung.
Im EMRP-Projekt VITCEA werden komplementäre ZFP-Verfahren zur Prüfung von Faserverbundwerkstoffen weiterentwickelt und validiert. In diesem Beitrag werden Ergebnisse verschiedener Techniken der aktiven Thermografie und des Ultraschalls vorgestellt. Die Nachweisempfindlichkeiten bezüglich künstlicher und natürlicher Fehler mit unterschiedlichen lateralen Ausdehnungen und in verschiedenen Tiefen werden miteinander verglichen.
This paper focuses on the aspect on how damage evolution processes in composite materials and structures including matrix fracture, delamination, fibre-matrix debonding, and fibre fracture can be detected by taking advantage of the material’s inherit mechanical properties. These properties can be described on the basis of non-linear mechanical phenomena measurable as an inert frequency response signal. The approach is proposed as a means for residual life structural assessment specifically in the context of VHCF.
Due to the market needs on steel for high demanding applications non-destructive methods for the determination of steel cleanliness using ultrasound have to be adapted to increase sensitivity respectively.
The basic idea is that the new standard proposal should follow the basic line outs from SEP 1927 and ASTM E588. Additional to these relatives the standard should be open to different types of specimen and inspection frequencies to cover a wide range from bars, rings and plates as well as different inspection sensitivities. For an enhance in resolution the standard draft focuses on immersion focal beam probes which should be selected according to the geometry of the specimen. The selection should be proved with the aid of simulation tools. The frequency shall be at least 10 MHz. For specimen thicknesses of less than 6 mm a frequency of at least 25 MHz shall be used.
Calibration procedures had to be improved significantly compared to the old standards to allow proper sizing of indications. Therefore calibration procedures shall take signal processing into account. For detailed evaluation of the amplitude dependency and for calibration a reference block with a sufficient number of reflectors has to be used. The recorded echo height shall be directly transferred into an equivalent disc shaped reflector EDSR by a distance amplitude curve.
The novelty in this standard draft will be that based on 3D measurements and 3D evaluation the amplitude criterion of an indication becomes just one among some other criteria. This standard takes the signal amplitude, signal amplitude distribution and signal travel time for classification into account.
The standard draft will be open to the definition of the volume to be investigated to be set by the user. This will make evaluation more comparable to other methods because the inspected area has to be user defined.
We recommend CEN/TC 138 to decide on a work item for this proposal to become an EU and an ISO standard using Vienna agreement.
The research leading to these results has received funding from the European Union's Research Fund for Coal and Steel (RFCS) research programme under grant agreement n° RFSR-CT-2013-00014.
Matrix phased array probes become more and more prominent to be used in industrial applications. The main drawbacks, using probes incorporating a very large number of transducer elements, are the needs for an appropriate cabling and an ultrasonic device offering many parallel channels.
Matrix arrays designed for extended functionality feature at least 64 or more elements. Typical arrangements are square matrices, e.g. 10 by 10 or 11 by 11 or rectangular matrices, e.g. 8 by 16 or 10 by 12 to fit a 128-channel phased array system. In some phased array systems, the number of simultaneous active elements is limited to a certain number, e.g. 32 or 64. Those setups do not allow to run the probe with all elements active which may cause a significant change in the directivity pattern of the resulting sound beam.
When only a subset of elements is possible to use during a single acquisition, different strategies may be applied to collect enough data for rebuilding the missing information from the echo signal. Omission of certain elements may be one approach, overlay of subsequent shots with different active areas may be another one.
This paper presents the influence of decreased number of active elements on the sound field and their distribution on the array. An example for 16 active elements out of 121 is given in Figure 1. The sound field divergence and its shape basically remain the same, while the sensitivity is reduced and the amplitudes of the speckle-like side lobes increase significantly.
Solutions using subsets with different element activity patterns on matrix arrays and their advantages and disadvantages concerning the sound field are evaluated using semi-analytic simulation tools. Sound field criteria regarding the consequences for NDT test results and the system setup are discussed.
Components made of fibre-reinforced plastic are a prominently used material in modern safety-relevant structures. Periodic in-service non-destructive inspection of these structures is necesary. The EMRP-funded project VITCEA aims on the evaluation of the performance of various non-destructive testing methods on the inspection of fibre-reinforced plastics.
The physical layout of fibre layers leads to complex structures of fibre-reinforced plastic parts. Furthermore different material properties of the fibre and the resin cause anisotropic behaviour of the material.This poses a challenge for ultrasonic NDT by causing a complex acoustical response.
The acoustical behaviour of fibre-reinforced plate materials has been simulated. Specimens with artificial flaws for the evaluation of the detection thresholds have been designed and manufactured.
Mechanized ultrasonic testing methods using phased-array sensors, air-coupled transducers, immersion tank testing and contact technique have been evaluated on the specimen.
In this talk results of different ultrasonic testing methods will be compared and discussed.
Im Rahmen des Europäischen Projektes RAAI* wird speziell für längsgebohrte Eisenbahnradsatzwellen von Hochgeschwindigkeitszügen eine Phased Array Technik angepasst, mit dem Ziel einer nahezu 100%igen Rissprüfung (Tiefe 2-3 mm) ohne die Demontage der Wellen und einer Prüfzeitreduzierung von 75%.
Die Technik arbeitet mit einem Phased Array, bei dem die Schwingerelemente auf einem Kegelstumpf angeordnet sind. Für die Abtastung in Umfangsrichtung erlaubt das Phased Array die schnelle Rotation und zusätzlich das Fokussieren und Schwenken des Schallbündels. In Richtung der Achse wird das Prüfkopfsystem mechanisch bewegt.
In vorangegangenen Projekten ist das Prinzip dieser Prüftechnik entwickelt und die Tauglichkeit gezeigt worden. Die jetzigen Arbeiten haben insbesondere die Optimierung der Sensortechnik an die o.g. Aufgabe zum Ziel. Wegen der ungewöhnlichen Geometrie des Arrays sind umfangreiche Simulationsrechnungen nötig, um die Auswirkung von zahlreichen Parametern auf die Schallfeldform und letztlich auf die Empfindlichkeit und die Ortsauflösung zu untersuchen und die Konstruktionsdaten zu bestimmen.
Zur Validierung der Prüftechnik werden Tests an typischen Eisenbahnradsatz-wellen durchgeführt. Der Einsatz von unterstützenden Signalverarbeitungsalgorith-men bei der Auswertung der Prüfergebnisse zur sichereren Fehlererkennung ist u.a. wegen des möglichen geringen Messpunktabstandes für diese Prüftechnik besonders vielversprechend. Der Stand der Entwicklung wird gezeigt.
A novel approach for rating fatigue-initiating inclusions in highly demanding steel (INCAFAT)
(2018)
INCAFAT project aimed to improve existing fatigue damage models by establishing the most suitable combination of measurement techniques to characterise harmful inclusion populations in highly demanding steels. The different inclusion assessments carried out confirm that, chemical composition, secondary metallurgy and manufacturing route affect content, nature, size and shape of inclusions. According to the FEM model, inclusions produce an alteration of the stress field in their surrounding region, which can promote a fatigue failure. Experimental work on fatigue testing has demonstrated that depending on the stressed direction fatigue failures in highly demanding steels could be produced by different types of inclusions. Fractography analyses confirmed that meso-inclusions harmful in fatigue cannot be rated by standard methods, nor 10 MHz ultrasonic testing (macro) or micro-cleanness assessments. The necessity of rating these meso-inclusions has led to critical evaluation of Extreme Value Analysis according to ASTM E2283-08 and the development of high frequency immersion ultrasonic testing. EVA methodology based on inclusion width can be applied reliably when principal stress is parallel to the rolling direction. On the contrary, if inclusions are testing in the elongated directions its fails. On the other hand, the guidelines and recommendations for high frequency ultrasonic testing have been compiled in a new European standard draft. This method based on focal beam probes and high-resolution devices is able to provide information on meso-inclusion distribution.
Die Schwerpunktthemen für die Forschung der BAM im Bereich der zerstörungsfreien Prüfung werden vorgestellt. Es stehen die aktuellen Forschungsprojekte der Fachbereiche 8.1 bis 8.7 der Abteilung 8 und des Arbeitsgebietes Probabilistische Sicherheits- und Zuverlässigkeitsanalysen von Frau Dr. Bertovic sowie der Nachwuchsgruppe von Frau JProf. Dr. Kruschwitz im Vordergrund.
Aktuelle Entwicklungen der Wirbelstrom- und Ultraschallprüfung an verlegten Eisenbahnschienen
(2019)
Die kombinierte Schienenprüfung mit Wirbelstrom und Ultraschall ermöglicht eine ganzheitliche Detektion von Inhomogenitäten im Kopf und Steg der Schiene und gewährleistet das Auffinden sowohl von Volumen-als auch Oberflächeneffekten wie z. B. Head Checks. Für die verbesserte Detektion von Rollkontaktermüdung (rolling contact fatique, RCF) und den daraus resultierenden Schienenfehlern (Head-Checks, Squats, Riffel, …) wurde für die Wirbelstromprüfung der Prüfbereich auf die gesamte Rollkontaktfläche erweitert. Der Fokus liegt im Neudesign der Wirbelstrom-Prüfvorrichtung und der damit verbundenen normgerechten Auslegung der Konstruktion für die fahrzeugspezifischen Gegebenheiten. Ferner wurde die Anwendersoftware des kombinierten Prüfsystems vereinheitlicht. Um die wirtschaftliche Effektivität unsere Prüftechnik zu steigern, wird die Multiplex-Gerätetechnologie in die automatisierte Schienenprüfung eingeführt. Damit wird der freizuhaltende Einbauraum innerhalb der Fahrzeuge sowie Kabelwege deutlich reduziert. Durch den Übergang zu der Multiplextechnologie wurde weiterhin die Stromaufnahme um mehr als 50% reduziert.
Non-destructive testing for surface crack detection and head check depth quantification at the gauge corner of railway tracks can be achieved using eddy current methods. With the extension of the tested zone to the running surface, rail defect signal types other than head checks can be measured. Due to their mostly irregular shape, a quantitation based on a calibration against regular test cracks of varying depth may not be linear. Estimates of the expected influence of more complex crack patterns may be obtained by a finite element simulation of sufficiently simple limiting cases, like two displaced or intersecting cracks or a simply branched or flexed crack. As a first step, a 3D finite element model of the HC10 eddy current probe distributed by Prüftechnik Linke und Rühe (PLR), Germany was built and verified against measured results from an (easily fabricated) reference block with isolated long cracks.
Increased speed, heavier loads, altered material and modern drive systems result in an increasing number of rail flaws. The appearance of these flaws also changes continually due to the rapid change in damage mechanisms of modern rolling stock. Hence, interpretation has become difficult when evaluating non-destructive rail testing results. Due to the changed interplay between detection methods and flaws, the recorded signals may result in unclassified types of rail flaws. Methods for automatic rail inspection (according to defect detection and classification) undergo continual development. Signal processing is a key technology to master the challenge of classification and maintain resolution and detection quality, independent of operation speed. The basic ideas of signal processing, based on the Glassy-Rail-Diagram for classification purposes, are presented herein. Examples for the detection of damages caused by rolling contact fatigue also are given, and synergetic effects of combined evaluation of diverse inspection methods are shown.
Bei der zerstörungsfreien Prüfung verlegter Eisenbahnschienen werden die Rohdaten derzeit in proprietären Datenformaten gespeichert und auf Datenträgern zwischen den Prüfzügen und den auswertenden Stellen versendet. Die proprietären Datenformate sind in der Regel nur den Herstellern der Prüfsysteme bekannt und deren Dokumentation nicht allgemein zugänglich.
Die „Standard Practice for Digital Imaging and Communication in Nondestructive Evaluation“ (DICONDE), basierend auf dem medizinischen Standard „Digital Imaging and Communication in Medicine“ (DICOM), ermöglicht es, sowohl Prüfdaten als auch Prüfergebnisse und Streckeninformationen in einem standardisierten Format zu speichern und zwischen verschiedenen Endpunkten zu übertragen.
Das Poster gibt zunächst einen kurzen Überblick über die hierarchische Struktur von DICONDE und zeigt dann, wie DICONDE bei der Prüfung verlegter Eisenbahnschienen verwendet werden kann. Die geometrischen Besonderheiten (mehrere Kilometer Länge pro Prüffahrt, kurviger Streckenverlauf) stellen dabei eine besondere Herausforderung dar. Im Rahmen des mFUND-geförderten Projektes „Arteficial Intelligence for Railway Inspection (AIFRI)“, Förderkennzeichen 19FS2014C, wurde ein Vorschlag für eine Erweiterung des DICONDE-Standards für die Schienenprüfung erarbeitet und bei der ASTM eingereicht.
Human factors (HFs) are a frequently mentioned topic when talking about the reliability of non-destructive testing (NDT). However, probability of detection (POD), the commonly used measure of NDT reliability, only looks at the technical capability of an NDT system to detect a defect.
After several decades of research on the influence of HFs on NDT reliability, there is still no commonly accepted approach to rendering HFs visible in reliability assessment. This paper provides an overview of possible quantitative and qualitative methods for integrating HFs into the reliability assessment. It is concluded that reliability assessment is best carried out using both quantifiable and non-quantifiable approaches to HFs.
Automated Wall Thickness Evaluation for Turbine Blades Using Robot-Guided Ultrasonic Array Imaging
(2024)
Nondestructive testing has become an essential part of the maintenance of modern gas turbine blades and vanes since it provides an increase in both safety against critical failure and efficiency of operation. Targeted repairs of the blade’s airfoil require localized wall thickness information. This information, however, is hard to obtain by nondestructive testing due to the complex shapes of surfaces, cavities, and material characteristics. To address this problem, we introduce an automated nondestructive testing system that scans the part using an immersed ultrasonic array probe guided by a robot arm. For imaging, we adopt a two-step, surface-adaptive Total Focusing Method (TFM) approach.
For each test position, the TFM allows us to identify the outer surface, followed by calculating an adaptive image of the interior of the part, where the inner surface’s position and shape are obtained. To handle the large volumes of data, the surface features are automatically extracted from the TFM images using specialized image processing algorithms. Subsequently, the collection of 2D extracted surface data is merged and smoothed in 3D space to form the outer and inner surfaces, facilitating wall thickness evaluation. With this approach, representative zones on two gas turbine vanes were tested, and the reconstructed wall thickness values were evaluated via comparison with reference data from an optical scan. For the test zones on two turbine vanes, average errors ranging from 0.05 mm to 0.1 mm were identified, with a standard deviation of 0.06–0.16 mm.
Die zerstörungsfreien Methoden zur Untersuchung und Charakterisierung von Materialien sowie zur Detektion von betriebsbedingten und herstellungsbedingten Fehlern mit akustischen und elektrischen Methoden werden vorgestellt. Schwerpunkt bilden die Ultraschall-, die Wirbelstrom- und die Streuflussprüfung. Die Verfahren werden anhand des Aufgabenspektrums des Fachbereiches 8.4 der BAM dargestellt.
Since 1999 there has been a continuous development of non-destructive head check inspection. Especially in case of modern rail inspection systems, high demands on a fast, detailed detection and classification of defects called for improved testing methods. Due to the large amount of different rail types and profiles, the adaptation and optimization of algorithms is still in progress. Additional data analysis is under devel-opment for combined eddy current and ultrasonic inspection methods. This presentation gives an over-view of further enhancement and linking of testing systems as well as data processing. Main foci of the development are an improved sensitivity and an increased reliability of the testing results. Also, addi-tional information can be obtained like determination of local hardness and roughness of the rail as well as an enhanced resolution for locating of defects which will be part of the presented work.
Increased speed, heavier loads, altered material and modern drive system concepts result in an increasing number of flaws in railways. Caused by the rapid change in damage mechanism by modern rolling stock the appearance of the flaws also alters. Hence, interpretation of non-destructive rail testing results may become difficult. Caused by the changed interplay between detection method and flaw the recorded signals will result in an unknown type for the rail flaws type classification.
Methods for automatic rail inspection according to defect detection and classification have been developed continuously. Signal processing is a key technology to master the challenge of classification and maintain resolution and detection quality independently of operation speed.
The basic ideas of signal processing based on the Glassy-Rail-Diagram for classification purposes will be presented. Examples for the detection of damages caused by rolling contact fatigue are given. Synergetic effects of combined evaluation of diverse inspection methods are shown.
Non-destructive testing for surface crack detection and head check depth quantification at the gauge corner of railway tracks can be achieved using eddy current methods. With the extension of the tested zone to the running surface, rail defect signal types other than head checks can be measured. Due to their mostly irregular shape, a quantitation based on a calibration against regular test cracks of varying depth may not be linear. Estimates of the expected influence of more complex crack patterns may be obtained by a finite element simulation of sufficiently simple limiting cases, like two displaced or intersecting cracks or a simply branched or flexed crack. As a first step, a 3D finite element model of the HC10 eddy current probe distributed by Prüftechnik Linke und Rühe (PLR), Germany was built and verified against measured results from an (easily fabricated) reference block with isolated long cracks.
Im Auftrag des Bundesministeriums für Wirtschaft und Klimaschutz haben DIN und DKE im Januar 2022 die Arbeiten an der zweiten Ausgabe der Deutschen Normungsroadmap Künstliche Intelligenz gestartet. In einem breiten Beteiligungsprozess und unter Mitwirkung von mehr als 570 Fachleuten aus Wirtschaft, Wissenschaft, öffentlicher Hand und Zivilgesellschaft wurde damit der strategische Fahrplan für die KI-Normung weiterentwickelt. Koordiniert und begleitet wurden diese Arbeiten von einer hochrangigen Koordinierungsgruppe für KI-Normung und -Konformität.
Mit der Normungsroadmap wird eine Maßnahme der KI-Strategie der Bundesregierung umgesetzt und damit ein wesentlicher Beitrag zur „KI – Made in Germany“ geleistet.
Die Normung ist Teil der KI-Strategie und ein strategisches Instrument zur Stärkung der Innovations- und Wettbewerbsfähigkeit der deutschen und europäischen Wirtschaft. Nicht zuletzt deshalb spielt sie im geplanten europäischen Rechtsrahmen für KI, dem Artificial Intelligence Act, eine besondere Rolle.