TY - GEN A1 - Langenberg, K. J. A1 - Marklein, R. A1 - Mayer, K. A1 - Krylow, T. A1 - Ampha, P. A1 - Streicher, Doreen A1 - Krause, Martin ED - Pinto, I. M. T1 - Wavefield inversion in nondestructive testing T2 - Workshop/Minisymposium on "Electromagnetics in a Complex World: Challenges and Perspectives" CY - Benevento, Italy DA - 2003-02-20 PY - 2003 SN - 3-540-20235-8 SN - 0930-8989 N1 - Serientitel: Springer proceedings in physics – Series title: Springer proceedings in physics IS - 96 SP - 1 EP - 10(?) PB - Springer CY - Berlin AN - OPUS4-2357 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mayer, K. A1 - Chinta, P.K. A1 - Langenberg, K.-J. A1 - Krause, Martin T1 - Ultrasonic imaging of defects in known anisotropic and inmomogeneous structures with fast synthetic aperture methodes N2 - Imaging methods like Synthetic Aperture Focusing Technique (SAFT) are based on the principle of propagation of the measured ultrasonic wave field back to field sources. In the case of a pulse-echo measurement, this back propagation under some approximating conditions leads to an image of the scattering object with well known properties and imperfections. The back propagation through the object which is under concern needs the knowledge of material properties in respect of the wave propagation. If these properties are known, we can use imaging algorithms like SAFT with all their advantages (computational speed and robustness) not only for isotropic but also for anisotropic material; moreover, the inverse ropagation concept allows crossing boundaries between materials, even if the materials are anisotropic. Examples of this concept are given with modelled and measured data for tendon duct imaging in concrete structures, for 3D imaging of air cavities in wood specimens and for imaging of defects in anisotropic welds. T2 - 18th WCNDT - World conference on nondestructive testing CY - Durban, South Africa DA - 16.04.2012 KW - SAFT KW - Pulse echo technique KW - Back propagation KW - Inverse scattering KW - Imaging PY - 2012 SN - 978-0-620-52872-6 SP - 1 EP - 20 AN - OPUS4-35101 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Amano, K. O. A. A1 - Hahn, S.-K. A1 - Butt, N. A1 - Vorwerk, P. A1 - Gimadieva, E. A1 - Tschirschwitz, Rico A1 - Rappsilber, Tim A1 - Krause, U. T1 - Composition and Explosibility of Gas Emissions from Lithium-Ion Batteries Undergoing Thermal Runaway N2 - Lithium-based batteries have the potential to undergo thermal runaway (TR), during which mixtures of gases are released. The purpose of this study was to assess the explosibility of the gaseous emission from LIBs of an NMC-based cathode during thermal runaway. In the current project, a series of pouch lithium-based battery cells was exposed to abuse conditions (thermal) to study the total amount of gases released and the composition of the gas mixture. First, the battery cells were placed in a closed vessel, and the pressure and temperature rise inside the vessel were measured. In a second step, the composition of gases was analysed using a Fourier transform Infrared (FTIR) spectrometer. We found that the amount of released gases was up to 102 ± 4 L, with a clear dependence on the battery capacity. This study showed that the concentration of gaseous emissions such as carbon monoxide (CO), methane (CH4), ethylene (C2H4), ethane (C2H6), and hydrogen cyanide (HCN) increased with higher cell capacity. Of the five studied flammable gases, the maximum concentrations of carbon monoxide (16.85 vol%), methane (7.6 vol%), and ethylene (7.86 vol%) were identified to be within their explosible range. Applying Le Chatelier’s law, a calculated lower explosion limit (LEL) of 7% in volume fraction was obtained for the gas mixture. The upper explosion limit (UEL) of the gas mixture was also found to be 31% in volume. A filter comprising pyrobubbles was used for the removal of the studied gas components released during the thermal abuse. The investigation revealed that the pyrobubbles filter was highly effect in the removal of HCN (up to 94% removal) and CO2 (up to 100% removal). Herein, we report the dependency of the method of thermal runaway trigger on the measured maximum temperature. KW - Lithium-ion battery KW - Thermal runaway KW - Smoke gas emission KW - Gas explosion KW - Explosion limit PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-576477 DO - https://doi.org/10.3390/batteries9060300 VL - 9 IS - 6 SP - 1 EP - 19 PB - MDPI CY - Basel, Switzerland AN - OPUS4-57647 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Krause, Martin A1 - Mayer, K. A1 - Ballier, G. A1 - Borchardt, Kerstin A1 - Chinta, P.K. A1 - Effner, Ute A1 - Milmann, Boris A1 - Müller, Sabine A1 - Nowak, Thomas Rudolf T1 - Hochgenaue Strukturerkennung von Holzbauteilen mit 3D-Ultraschall N2 - Inhalt ist die zerstörungsfreie Detailuntersuchung von Holzbauteilen mit einem dreidimensional abbildenden Ultraschall-Echoverfahren. Das neu entwickelte 3D-Verfahren berücksichtigt den anisotropen Aufbau des Holzes. Die Bildschnitte und Projektionen werden aus flächigen Ultraschallaufnahmen berechnet. Die Messungen erfolgen an Probekörpern sowie an Bauteilen aus der Praxis. In dem Forschungsvorhaben wird die für Holz neue 3D-Rekonstruktionsrechnung verwendet und mit dem Ziel weiterentwickelt, unter Berücksichtigung der anisotropen Struktur des Holzes eine dreidimensional aufgelöste Abbildung von Reflektoren im Inneren der Holzbauteile zu ermöglichen. Damit werden die bisher für Holzbauteile zur Verfügung stehenden Verfahren entscheidend ergänzt, weil nun eine hochgenaue dreidimensionale Abbildung erreichbar ist (Auflösung: 20 mm und besser). KW - Ultraschallecho-Verfahren KW - Holzbauteile KW - Abbildungsverfahren KW - Imaging PY - 2014 UR - https://www.irb.fraunhofer.de/bauforschung/baufolit/projekt/Hochgenaue-Strukturerkennung-von-Holzbauteilen-mit-3D-Ultraschall/20138035979 SN - 978-3-8167-9212-3 VL - 109 SP - 1 EP - 101 PB - Fraunhofer IRB Verl. CY - Stuttgart AN - OPUS4-32852 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Chinta, P.K. A1 - Mayer, K. A1 - Krause, Martin T1 - Ultraschallmodellierung und SAFT-Rekonstruktion von Fehlstellen in Holzbauteilen T2 - DGZfP-Jahrestagung 2010 CY - Erfurt, Deutschland DA - 2010-05-10 KW - Ultraschallecho KW - Holz KW - SAFT PY - 2010 SN - 978-3-940283-26-9 IS - DGZfP-BB 122 (Poster 59) SP - 1 EP - 8 CY - Berlin AN - OPUS4-22899 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krause, Martin A1 - Milmann, Boris A1 - Mielentz, Frank A1 - Streicher, Doreen A1 - Redmer, Bernhard A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Schickert, M. T1 - Ultrasonic Imaging Methods for Investigation of Post-tensioned Concrete Structures: A Study of Interfaces at Artificial Grouting Faults and Its Verification N2 - This paper presents the progress of successful location of grouting faults in tendon ducts with ultrasonic imaging. The examples were obtained in the research group FOR 384 funded by DFG (German Research Foundation). The co-operation of experimental research and modeling allowed imaging and identification of grouted and ungrouted areas of tendon ducts (including strands) in a large test specimen (40 m²). In addition to the criteria for indicating grouting faults in post-tensioned ducts known until now the phase evaluation of reflected ultrasonic pulses is described. Experiments and modeling of wave propagation are presented for reflections at metal plates in concrete (thickness range 0.5 mm to 40 mm) and for tendon ducts including strands. The main part of the progress was achieved by automated measurements using dry contact transducers, 3D-SAFT reconstruction including phase evaluation and modeling considering wave propagation for typical elastic parameters and exact experimental site conditions. The results for shear waves as well as for pressure waves are compared in the frequency range from 50 kHz to 120 kHz. KW - Non-destructive testing KW - Tendons KW - Prestressed concrete bridges KW - Ultrasonic echo KW - Reconstruction calculation KW - 3D-SAFT KW - Modeling (EFIT) PY - 2008 DO - https://doi.org/10.1007/s10921-008-0033-5 SN - 0195-9298 SN - 1573-4862 VL - 27 IS - 1-3 SP - 67 EP - 82 PB - Plenum Press CY - New York, NY AN - OPUS4-17922 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Krause, Martin A1 - Milmann, Boris A1 - Mielentz, Frank T1 - Characterization of reflector types by phase-sensitive ultrasonic data processing and imaging N2 - 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. KW - NDT KW - Imaging KW - Flaw characterization KW - Tendon ducts KW - Phase analysis KW - Ultrasonic echo KW - SAFT KW - FT-SAFT KW - EFIT-modeling KW - Modellierung KW - EFIT KW - Spannbeton KW - Ultraschallecho KW - Spannkanäle KW - Verpressfehler KW - Zerstörungsfreie Prüfung im Bauwesen KW - ZfP-Bau PY - 2008 DO - https://doi.org/10.1007/s10921-008-0035-3 SN - 0195-9298 SN - 1573-4862 VL - 27 IS - 1-3 SP - 35 EP - 45 PB - Plenum Press CY - New York, NY AN - OPUS4-17926 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Krause, Martin A1 - Maierhofer, Christiane A1 - Milmann, Boris A1 - Kohl, Christoph T1 - Characterization of ultrasonic and radar reflector types in concrete by phase evaluation of the signal and the reconstructed image T2 - 9th European Conference on NDT CY - Berlin, Germany DA - 2006-09-25 KW - NDT-CE KW - Ultrasonic echo KW - Radar KW - Phase evaluation KW - Modeling of wave propagation KW - Reconstruction calculation PY - 2006 SN - 3-931381-86-2 SP - 1 EP - 8(?) PB - European Federation for Non-Destructive Testing CY - Berlin AN - OPUS4-14225 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krause, Martin A1 - Mayer, K. A1 - Chinta, P.K. A1 - Effner, Ute T1 - Ultrasonic imaging of defects in building elements made from timber N2 - There is a great demand for non-destructive testing methods for quality assurance and to assess the safety and durability of wooden structures. Ultrasonic echo technique with shear waves in the frequency range of 50 kHz is one of those promising methods and is already frequently applied for usual and glued laminated timber. The article describes the development and first results for an imaging method for this purpose. The highly anisotropic properties of the ultrasonic velocity have to be considered. A 3D-SAFT (Synthetic Aperture Focusing Technique) imaging scheme is developed initially for synthetic data resulting from modelling the elastic wave propagation. The main part of the paper describes the experimental validation of this evaluation technique by experimental studies applying automated ultrasonic scanning techniques. 3D ultrasonic imaging results are described for test specimens made from pine and spruce wood. Another object of investigation was a pedestrian bridge made from siberian larch. KW - Ultrasonic echo KW - Imaging KW - SAFT reconstruction calculation KW - Anisotropic wave propagation KW - EFIT modelling KW - Glued-laminated timber (glulam) PY - 2013 DO - https://doi.org/10.4028/www.scientific.net/AMR.778.312 SN - 1022-6680 SN - 1662-8985 VL - 778 SP - 312 EP - 320 PB - Trans Tech Publ. CY - Zurich AN - OPUS4-29088 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ballier, G. A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Schulze, Sebastian A1 - Krause, Martin T1 - Improvement on tendon duct examination by modelling and imaging with synthetic aperture and one-way inverse methods N2 - The knowledge of the internal structure of tendon ducts is one of the important preconditions to make predictions about the stableness and the lifetime of concrete buildings – specifically concrete bridges. Ultrasonic NDT methods can be used to have a look inside those components. To understand the complex effects resulting from elastic wave propagation, it is important to build test specimens and to analyze the measurements with the aid of modelling. At BAM (German Federal Institute for Materials Research and Testing) a new specimen is under construction to realize some of the most common geometrical structures which can be expected in the field of tendon duct testing in concrete bridges. We present various measurement concepts and a comparison between measurement and modelling with EFIT (Elastic Finite Integration Technique), as well as results of imaging methods based on conventional SAFT (Synthetic Aperture Focusing Technique) or FT-SAFT (SAFT with Fourier Techniques) together with phase evaluation. In addition we will present the results of time reversal using AFIT (Acoustic Finite Integration Technique) and a one-way wave propagation method to improve the imaging. T2 - 18th WCNDT - World conference on nondestructive testing CY - Durban, South Africa DA - 16.04.2012 KW - SAFT KW - Ultrasonic NDT KW - Concrete KW - One way KW - AFIT KW - Time reversal PY - 2012 SN - 978-0-620-52872-6 SP - 1 EP - 8 AN - OPUS4-35102 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krause, Martin A1 - Mayer, K. A1 - Effner, Ute T1 - Ultrasonic echo methods for structural timber N2 - Ultrasonic echo technique with shear waves in the frequency rang of 50 kHz is one of the promising methods for assessment of structural timber and is already frequently applied for this purpose. The article summarizes the state of the art of applying echo measurement via linear measurements as well as the development and first results for an imaging method for this purpose. The highly anisotropic properties of the ultrasonic velocity have to be considered. 3 D ultrasonic imaging results are described for the example of a pedestrian bridge made from Siberian larch. T2 - COST Workshop - Highly performing timber structures: Reliability, assessment, monitoring and strengthening CY - Biel, Switzerland DA - 23.09.2014 KW - Ultrasonic echo KW - SAFT reconstruction calculation KW - Glued-laminated timber (glulam) KW - Footbridge KW - Ultraschallecho KW - SAFT KW - Brettschichtholz PY - 2014 SN - 978-3-9523787-3-1 SP - 77 EP - 82 PB - Bern University of Applied Sciences CY - Bern AN - OPUS4-35179 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Amano, K.O.A. A1 - Hahn, S.-K. A1 - Tschirschwitz, Rico A1 - Rappsilber, Tim A1 - Krause, U. T1 - Experimental Investigation on Explosion Pressure Characteristics of Lithium-based (NMC) Pouch Batteries during Thermal Runaway N2 - Lithium ion batteries (LIBs) are prone to spontaneous and subsequent fire or explosion resulting from thermal runaway. The vented gases are not only toxic and flammable, their emission can also raise the surrounding pressure rapidly. In this study, characteristic variations of explosion pressure rise, rate of explosion pressure rise and 𝐾(sT)-value have been evaluated. The characteristic 𝐾(𝑠𝑇)-values were determined to evaluate the explosive behavior of LIBs during thermal runaway. The estimated values were compared to that of other explosive substances. T2 - Batterieforum Deutschland 2021 CY - Online meeting DA - 20.01.2021 KW - Pressure KW - Lithium KW - Thermal Runaway KW - Battery KW - Pouch PY - 2021 AN - OPUS4-52033 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Amano, K. A1 - Hahn, S. A1 - Tschirschwitz, Rico A1 - Rappsilber, Tim A1 - Krause, U. T1 - An Experimental Investigation of Thermal Runaway and Gas Release of NMC Lithium-Ion Pouch Batteries Depending on the State of Charge Level N2 - In this study, 19 experiments were conducted with 25 pouch cells of NMC cathode to investigate thermal runaway and the release of gases from lithium-ion batteries (LIBs). Single cells, double cells, and a four-cell battery stack were forced to undergo thermal runaway inside an air-tight reactor vessel with a volume of 100 dm3 . The study involved two series of tests with two types of ignition sources. In the Series 1 tests, a heating plug was used to initiate thermal runaway in LIBs in the ranges of 80–89% and 90–100% SOC. In the Series 2 tests, a heating plate was used to trigger thermal runaway in LIBs in the ranges of 30–50%, 80–89%, and 90–100% SOC. Thermal runaway started at an onset temperature of 344 ± 5 K and 345 K for the Series 1 tests and from 393 ± 36 K to 487 ± 10 K for the Series 2 tests. Peak reaction temperatures ranged between 642 K and 1184 K, while the maximum pressures observed were between 1.2 bar and 7.28 bar. Thermal runaway induced explosion of the cells and lead to a rate of temperature increase greater than 10 K/s. The amounts of gases released from the LIBs were calculated from pressures and temperatures measured in the reactor. Then, the gas composition was analyzed using a Fourier transform infrared (FTIR) spectrometer. The highest gaseous production was achieved at a range of 90–100% SOC and higher battery capacities 72 L, 1.8 L/Ah (Series 1, battery stack) and 103 L, 3.2 L/Ah (Series 2, 32 Ah cell)). Among the gases analyzed, the concentration of gaseous emissions such as C2H4 , CH4 , and C2H6 increased at a higher cell capacity in both series of tests. The study results revealed characteristic variations of thermal behavior with respect to the type of ignition source used. KW - Lithium-ion batteries KW - Battery KW - Pouch cell KW - NMC Cathode KW - Thermal runaways PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-548601 DO - https://doi.org/10.3390/batteries8050041 VL - 8 IS - 5 SP - 1 EP - 16 PB - MDPI CY - Basel, Switzerland AN - OPUS4-54860 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Zinke, R. A1 - Wothe, K. A1 - Dugarev, D. A1 - Götze, O. A1 - Köhler, F. A1 - Schalau, Sebastian A1 - Krause, U. T1 - Uncertainty consideration in CFD-models via response surface modeling: Application on realistic dense and light gas dispersion simulations N2 - Major accidents in the process industry often lead to the release of light or dense gases, which can mean a thread to employees, local residents or to the environment. Possible scenarios are therefore analyzed and evaluated in advance for approval issues. There is a trend, where simple empirical models are being replaced with more complex numerical models. Gaussian dispersion models or models based on dimensional analysis approaches are for example, increasingly replaced by CFD simulations. The main reason for this is the potentially higher accuracy. However, usually scenarios using sharp parameter values are calculated, since comprehensive consideration of parameter distributions via Monte Carlo or Latin Hypercube Sampling fails due to the numerical effort. This includes the risk that the influence of uncertainties on the simulation results is not taken into account. Response surface methods offer an alternative, with which the CFD problem can be mapped onto an algebraic surrogate model. If this is sufficiently precise, parameter sampling can also be carried out with the surrogate as well, as shown in some publications. Previous investigations only demonstrated the basic principle using trivial dispersion models. In this paper two realistic CFD simulations from the plant safety area are considered: VOC emissions from a storage tank and near-ground dense gas emissions. The entire procedure of response surface determination and parameter studies was automated and parallelized for high-performance-computing, and is carried out on the underlying CFD grids. For the CFD simulations as well as for all visualizations, the commercial software ANSYS CFX and the open source software OpenFOAM were used. The aim of this paper is to demonstrate the method using industry-relevant applications as well as to show how this can be used in practical engineering applications. The quality of surrogate modeling, the numerical effort and advantages that can result from the procedure are discussed as well as advantages which may result from taking parameter uncertainties into account in safety studies. KW - CFD KW - Accidental release KW - Response surface methods KW - Air dispersion modeling PY - 2022 DO - https://doi.org/10.1016/j.jlp.2021.104710 SN - 0950-4230 VL - 75 SP - 1 EP - 10 PB - Elsevier CY - Amsterdam AN - OPUS4-56887 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Jansen, D. A1 - Bald, S. A1 - Birbaum, J. A1 - Küttenbaum, Stefan A1 - Krause, J. A1 - Maack, Stefan A1 - Pichottka, S. A1 - Scherkenbach, M. A1 - Strangfeld, Christoph A1 - Villaret, K. A1 - Wöllenstein, J. T1 - Sensors for the structural assessment of roads N2 - This working paper summarises the current state of knowledge and research on the application of sensors in road pavements, designed to record input quantities and characteristics for structural assessment. In this working paper, sensors generally refer to technical equipment that can used to record the values of physical quantities and display them for interpretation. The working paper deals with every type of sensor that is permanently connected to the road, i.e. sensors that are installed – in the bound and unbound courses of the superstructure as well as in the sub-base/sub-structure, – next to or above the road (for example on masts) and can contribute to structural recording and its subsequent assessment. This can also include sensors that are primarily used for a different purpose (e.g. traffic control). However, this working paper only describes the application of sensors that are installed primarily for other purposes for the sake of completeness; special publications (e.g. Notes on detection technologies in road traffic) are available for the respective installation situations. KW - Asphalt KW - Concrete KW - Measurement chain KW - Sensor technology KW - Condition assessment PY - 2024 SP - 1 EP - 36 PB - Forschungsgemeinschaft für Straßen- und Verkehrswesen e.V. CY - Köln AN - OPUS4-60084 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schulze, S. A1 - Krause, Martin A1 - Mayer, K. A1 - Redmer, Bernhard A1 - Wiggenhauser, Herbert T1 - Grouting defects localized by ultrasonic testing including phase evaluation N2 - Grouting defects, e.g. in post-tensioned structures or piped anchors may be identified by ultrasonic imaging. Since several years experiences are carried out with false color displayed phase values, which enable distinct localization of ungrouted regions. In this contribution we report on progress in localizing grouting defects in tendon ducts, when they are only partly grouted and the unfilled part is not orientated into the direction of the measuring surface. This is frequently the case e.g. for box girder structures. Düring the project specimens containing different types of grouting faults are investigated in Order to optimize measuring and evaluation techniques. A handheld linear array System (commercially available) is applied for fast 2D-measurement and subsequent phase sensitive 3D-imaging (new Software development). In a large concrete wall specimen tendon ducts and real prestressing Systems containing grouting defects were built in. The ducts are partly covered by non prestressed reinforcement bars in order to investigate its disturbing influence. These included objects were investigated afterwards with the described methods. We report on large area measuring results, which were partly verified by y-radiography. In the frame of practical application results of measuring the position and extend of a blockade within a posttensioned structure are presen ted. T2 - SMT 2014 - NDE/NDT for highways and bridges - Structural materials technology CY - Washington, DC, USA DA - 25.08.2014 KW - Ultraschallecho-Verfahren KW - Spannbeton KW - Phasenauswertung PY - 2014 SN - 978-1-57117-342-3 SP - 321 EP - 328 AN - OPUS4-32846 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ballier, G. A1 - Mayer, K. A1 - Krause, Martin T1 - Ultraschallabbildung zur zerstörungsfreien Strukturbestimmung von Betonbauteilen mit Hilfe der "One-Way"-Wellengleichung N2 - Die ZfP versucht mit Hilfe von Messdaten, die sie aus z. B. einer Impuls-Echo-Messung gewinnt, Rückschlüsse auf die innere Struktur eines Objektes zu ziehen. Bei Betonbauteilen sollen im Besonderen Verpressfehler, die dann zur Korrosion und damit zur einer Beeinträchtigung der Standsicherheit und Dauerhaftigkeit des Konstruktion (z. B. einer Spannbetonbrücke) führen können, schnell und mit einer hohen Sicherheit aus den Messdaten lokalisiert werden. Das konventionellen SAFT oder FT-SAFT-Verfahren liefern in Verbindung mit einer Phasenauswertung einen schnellen und sicheren Hinweis darauf, dass ein Lufteinschluss/Defekt vorliegt. Darüber hinaus können jedoch Rückausbreitungs-Verfahren, wenn ein gutes Geschwindigkeitsprofil vorliegt, eine wesentlich bessere Lokalisierung des Defekts bieten als SAFT-Verfahren, jedoch mit dem Nachteil, dass sie sehr zeit- und rechenintensiv sind, vor allem im Dreidimensionalen. Als Mittelweg kann hierzu die "One-Way"-Methode dienen. Diese Methode verwendet Pseudo-Differential-Operatoren und ist sehr robust auch bei relativ groben Geschwindigkeitsprofilen. Sie wird an Beispielen aus der Bauwerkdiagnose mit den konventionellen Verfahren verglichen. T2 - DGZfP-Jahrestagung 2011 CY - Bremen, Germany DA - 30.05.2011 KW - Ultraschallecho-Verfahren KW - Betonbauteile KW - Modellierung PY - 2011 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-328714 SN - 978-3-940283-33-7 SP - Poster 66, 1 EP - 8 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) AN - OPUS4-32871 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krause, G. A1 - Wehrstedt, Klaus-Dieter A1 - Malow, Marcus A1 - Budde, K. A1 - Mosler, J. T1 - Safe transport of acrylic acid in railroad tank cars. Part 1: Determination of the self-accelerating decomposition temperature N2 - Experiments according to a test specified in the UN Recommendations on the Transport of Dangerous Goods, Manual of Tests and Criteria, and numerical simulations by means of a finite element method are employed to determine the self-accelerating decomposition temperature of acrylic acid in a railroad tank car. The results demonstrate that the transport of acrylic acid in big tank cars is safe as long as some basic conditions are taken into account. KW - Acrylic acid KW - Dangerous goods KW - Finite element method KW - Railway transport KW - Self-accelerating decomposition temperature PY - 2014 DO - https://doi.org/10.1002/ceat.201300778 SN - 0930-7516 SN - 1521-4125 VL - 37 IS - 9 SP - 1460 EP - 1467 PB - Wiley-VCH Verl. CY - Weinheim AN - OPUS4-31298 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schulze, S. A1 - Mayer, K. A1 - Krause, Martin T1 - Spannbetonuntersuchung mit bildgebenden Ultraschallecho-Verfahren N2 - Beim Einsatz von Ultraschallecho-Methoden in der zerstörungsfreien Prüfung im Bauwesen stellt die Untersuchung von Spannbetonkonstruktionen eine der anspruchsvollsten Aufgaben für Wissenschaft und Technik dar. Das inhomogene Gefüge aus Beton, schlaffer Bewehrung und – aus Hüllrohr, Spannlitzen und Verpressmörtel bestehenden – Spanngliedern erfordert eine Optimierung von Messtechnik und Auswertesoftware, um verwertbare Aussagen zum Verpresszustand der Hüllrohre zu erhalten. Der vorliegende Beitrag beschreibt die Grundlagen der bildgebenden Darstellung von US-Echo-Daten, die Untersuchung und Datenauswertung an Probekörpern sowie ein Fallbeispiel aus der Praxis. Dabei erweist sich insbesondere die Phasenauswertung zur qualitativen Unterscheidung von Reflektoren als nützlich. Das Prinzip wird erläutert, und es werden Teile eines interaktiven, auf der SAFT-Methode basierenden Softwarepakets vorgestellt. Mit dieser Software können die großflächig gewonnenen Ultraschalldaten auf herkömmlichen PCs oder mobilen Computern zu zwei- und dreidimensionalen Rekonstruktionen berechnet, analysiert und visualisiert werden. Ausgewertet wurden Daten, die mit automatisierten Messsystemen an kleinformatigen Laborprobekörpern und großen Testwänden gewonnen wurden. Im Rahmen der praktischen Anwendung konnten unter Verwendung der vorgestellten Verfahren an einem Spannglied die Lage eines Hüllrohrverstopfers lokalisiert und die Ausdehnung der Blockadestelle eingegrenzt werden.---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Investigation of prestressed concrete using the imaging ultrasonic echo method – Application of phase evaluation for the distinction of reflectors: The application of ultrasound methods for the non-destructive assessment of pre-stressed concrete members is one of the biggest challenges in the field of non-destructive testing in civil engineering. The inhomogeneous composition of concrete, reinforcement and tendons, which itself consist of ducts, steel wires and grouting material, requires an optimisation of measuring technique and analysis software to gain reliable information about the grouting condition of the ducts. This article describes the fundamentals of the visualisation of ultrasound echo data, the investigation and data analysis at specimen and a case study. Here especially the phase evaluation proves to be very useful for the distinction of reflectors. The basic principle is explained and parts of an interactive software module, which is based on the SAFT method, is presented. With this software it is possible to calculate, analyse and visualise 2D and 3D reconstructions of large ultrasound data sets with conventional PCs or mobile computers. Data has been analysed, which were recorded with automatic measurement systems at small scale laboratory specimens and a large scale testing wall. In the frame of the practical application it was possible to localise the position and extent of a blockade within a duct. KW - Ultraschallecho KW - Zerstörungsfreie Prüfung im Bauwesen KW - ZfPBau KW - Ultraschallecho-Methode KW - Bildgebende Auswertung KW - SAFT-Rekonstruktion KW - Phasenauswertung KW - Spannbeton KW - Verpresszustand KW - Rekonstruktionssoftware KW - Non-destructive testing in civil engineering (NDT-CE) KW - Ultrasound echo method KW - Imaging methods KW - SAFT reconstruction KW - Phase evaluation KW - Pre-stressed concrete KW - Grouting condition KW - Reconstruction software KW - Bauwerkserhaltung/Sanierung PY - 2013 DO - https://doi.org/10.1002/best.201300062 SN - 0005-9900 SN - 1437-1006 VL - 108 IS - 12 SP - 845 EP - 853 PB - Ernst CY - Berlin AN - OPUS4-29838 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Griebenow, Werner A1 - Werthmann, Barbara A1 - Treu, Dieter A1 - Hörn, K. A1 - Krause, S. T1 - Zur Identifizierung von Tinten auf alten Handschriften PY - 1983 SN - 0025-1445 SN - 0342-3719 VL - 89 IS - 3 SP - 208 EP - 212 PB - Callwey CY - München AN - OPUS4-38963 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -