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The dataset contains raw data gathered with the ultrasonic pulse-echo method on concrete specimens. The surfaces of the measuring objects were automatically scanned point by point. Pulse-echo measurements were performed at each of these measuring points. The test specimens represent two typical testing tasks in construction industry: the detection of objects and the determination of dimensions to describe the geometry of components. By automating the measurement process, the different test scenarios are examined with a high repeatability, precision and measuring point density. Longitu- dinal and transversal waves were used and the geometrical aperture of the testing system was varied. The low-frequency probes operate in a range of up to approximately 150 kHz. In addition to the specification of the geometrical dimensions of the individual probes, the directivity pattern and the sound field characteristics are provided. The raw data are stored in a universally readable format. The length of each time signal (A-scan) is two milliseconds and the sampling rate is two mega-samples per second. The provided data can be used for comparative studies in signal analysis, imag- ing and interpretation as well as for evaluation pur- poses in different, practically relevant testing scenarios.
The synthetic aperture focusing technique (SAFT) is an imaging technique commonly used in ultrasonic inspection. In order to apply SAFT to the inspection of austenitic welds, the inhomogeneous anisotropic nature of the weld structure has to be taken into account. A suitable approach to accomplish this, is to couple the SAFT-algorithm with a ray tracing program (RT-SAFT). While SAFT-imaging of cracks in austenitic welds by use of ray tracing has been carried out before, all attempts so far were limited to longitudinal cracks which usually allows a treatment as 2-dimensional problem. In case of transverse cracks, a full 3-dimensional ray tracing is necessary in order to perform a SAFT-reconstruction. In this paper, we give an outline of our attempts to reconstruct images of transverse cracks in austenitic welds, utilizing 3-dimensional ray tracing and a layered structure model derived from an empirical model of grain orientations in welds. We present results of this RT-SAFT on experimental data taken from transverse cracks in different austenitic welds, which show that size and position of the cracks can be estimated with good accuracy, and compare them to images obtained by assuming an isotropic homogeneous medium which corresponds to the application of the classical SAFT-algorithm.
The inspection of austenitic and dissimilar welds using ultrasound demands for sophisticated testing techniques. The application of reconstruction methods like the Synthetic Aperture Focusing Technique (SAFT) on the measurement results provides an appropriate approach for defect characterization and sizing. Nevertheless, the reconstruction algorithm has to consider the aniso-tropic wave propagation inside the inhomogeneous weld material. In recent years the detection of transverse cracks has become increasingly important for ensuring the structural integrity of pipes in the primary circuit of nuclear power plants or longitudinally welded, cladded pipes. However, relia-ble inspection techniques are hardly available. In this particular case, it is expected that the compar-atively long propagation path of the ultrasonic wave field inside the inhomogeneous weld material enhances the effect of anisotropy and influences the accuracy and the signal-to-noise-ratio of the reconstruction result. In this contribution we suggest an advanced ultrasonic testing technique for detecting and sizing of transversal cracks in austenitic and dissimilar welds. The method applies a SAFT reconstruction algorithm considering the anisotropy and the inhomogeneity. A V-arrangement of the transducers in pitch-catch technique is chosen to avoid a direct coupling on the weld face. The reconstruction algo-rithm is based on an extended 3-dimensional weld model and uses a ray-tracing approach for de-termining the wave propagation paths. Along with the reconstruction algorithm the transducer set-up and experimental results of different specimens with artificial transverse flaws are presented. The availability of the proposed method for crack sizing is assessed in comparison to conventional testing techniques.
Up to now there is no sufficient technique to detect transverse cracks in austenitic and dissimilar welds which recently are of increasing interest in the integrity surveillance of nuclear power plants as well as in quality control of longitudinally welded pipes. Weld inspection by interpretation of single A-scans will lead to erroneous results due to effects caused by anisotropy and in worst case might leave flaws undetected. Therefore, imaging techniques such as the synthetic aperture focusing technique (SAFT) should be used. If the SAFT algorithm is applied on data taken from austenitic welds, the inhomogeneous, anisotropic structure of these welds has to be taken into account in order to properly attribute amplitudes measured in A-scans to the corresponding coordinates in the region of interest. While this has been investigated in the past, all attempts so far were limited to the imaging of longitudinal cracks which requires a less complicated setup than the imaging of transverse cracks. In this paper we give an outline of our attempts to reconstruct images of transverse cracks in different welds. For this purpose a SAFT program based on ray tracing and a layered structure weld model derived from an empirical model of grain orientations in welds are used. The results of the image reconstruction on experimental data are shown and compared to images obtained by assuming an isotropic homogeneous model. Root reflection and crack tip echo are clearly visible which allows an estimation of size and position of the crack with good accuracy.
Ultrasonic imaging of tendon ducts enables the precise localisation of grouting faults in many cases. Additionally to well known criteria for detecting grouting faults in tendon ducts recently new possibilities were developed. Two main effects influence the complex behaviour of wave propagation and reflection: a) different arrangement and number of strands or internal rebars; b) superposition of reflecting signals and different wave modes propagating into the interface region around the tendon duct. In order to understand the experimental results, EFIT modelling is performed (EFIT: Elastodynamic Finite Integration Technique).
The spatial resolution in ultrasonic testing as a wave phenomenon in nature is limited to a
certain fraction of the wavelength, usually defined to be close to the Rayleigh criterion. In case of
complicated reflector surfaces – such as stress corrosion cracking - this limitation prevents an exact
visualization of the defect shape. There exist a few approaches to improve the spatial resolution, whose
reconstruction quality all in common also depend on the achieved signal-to-noise ratio of the raw data. In this
work we present a specific SAFT analysis, in which a high number of different angles of incidence produce a
sufficiently high number of different reflections at the crack edges resulting in an improved SNR. In doing
so, we reconstruct a coherent crack structure. First investigations were made at artificially simulated crack
configurations with different contours and curvatures in flat and cylindrical test blocks. The measurements
results visualized by representative scans – show details of crack design and crack orientation. We also will
present a comparison of the SAFT analysis between modelling and phased array measurements.
Quantitative NDE methods play a key role when it comes to inspect components,
which requires high operational safety. UT-SAFT is one of the well-known reconstruction tools,
which provides information about the defect size. In this work we studied the use of phased array
technique in combination with the SAFT algorithm to inspect power plant components. As a first
example we inspected a real-sized mock-up model representing a part of a reactor pressure vessel with
a 180 mm-thick ferritic base material followed by a 6 mm-thick austenitic cladding layer. The phased
array probe was coupled at the outer ferritic surface. We detected and sized fatigue cracks within the
cladding with a depth ranging from 4 mm to 10 mm. Secondly, we investigated a mock-up model
resembling a nozzle including a thermo sleeve inlet and a maximum wall thickness of about 37 mm.
Artificially inserted notches with a depth of 3 mm could be detected and sized, where the thermo
sleeve is welded at the inside of the nozzle.
Characterization of reflector types by phase-sensitive ultrasonic data processing and imaging
(2008)
Ultrasonic and radar imaging techniques are limited in resolution by the wavelength in the material, yet information beyond those limits is hidden in complex frequency dependent reflection coefficients. The analysis of the phase of complex reflection coefficients together with the properties of imaging algorithms can help to characterize and to classify indications of defects in concrete buildings. This paper describes a method to extract phase information from measurements and SAFT reconstructed images. The influencing factors like material properties, transducer characteristics, and imaging algorithms based on Born or Physical Optics approximations are elaborated. Simulated and experimental results are briefly discussed.
Zerstörungsfreie Prüfverfahren im Bauwesen werden zunehmend für großflächige und detaillierte Zustandsuntersuchungen von Bauwerken angewendet. Für gezielte Untersuchungen von spanngliedführenden Bereichen mit einem Schadensverdacht in Spannbetonbauwerken eignen sich die Prüfverfahren Ultraschallecho, Impakt-Echo und Radar. Eine nennenswerte Verbesserung der Ergebnisse und deren Interpretation wurde in den letzten Jahren durch die weiterführende Datenauswertung mit Hilfe von 3D-Rekonstruktionsrechnungen und der Kombination von Meßdaten durch Datenfusion erreicht. Die Anwendung der Verfahren mit automatisierter Meßwerterfassung wird für Fahrbahnplatten und Hohlkastenstege dargestellt und diskutiert. Ergebnisse einer Meßunsicherheitsbetrachtung und deren Bedeutung werden an einer Fundamentplatte aufgezeigt.
Translated Abstract
Automated Non-Destructive Assessment of Bridges
Non-destructive test methods in civil engineering are increasingly used for large-area investigations of structures. The test methods ultrasonic-echo, impact-echo and radar are well suited for detailed investigations of pre-stressed areas at pt-concrete structures. A significant improvement of the results and their interpretations has been achieved in recent years using advanced data analysis procedures such as 3D-reconstructions and the fusion of data. The automated application of the methods has been carried out successfully at decks and webs of pre-stressed box girder bridges. The achieved results are discussed in detail. The measurement uncertainty and its importance for the results are presented considering as example a foundation slab.
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.