TY - CONF A1 - Stegemann, Robert A1 - Cabeza, Sandra A1 - Pelkner, Matthias A1 - Lyamkin, Viktor A1 - Sonntag, Nadja A1 - Bruno, Giovanni A1 - Skrotzki, Birgit A1 - Kreutzbruck, Marc T1 - Evaluation of high spatial resolution imaging of magnetic stray fields for early damage detection N2 - The paper discusses the evaluation of elastic and plastic strain states in two low-carbon steels of the same steel group with high spatial resolution GMR (giant magneto resistance) sensors. The residual stress distributions of tungsten inert gas welded plates were determined by means of neutron diffraction as a reference. The normal component of local residual magnetic stray fields arise in the vicinity of the positions of maximum stress. The experiments performed on flat tensile specimen indicate that the boundaries of plastic deformations are a source of stray fields. The spatial variations of magnetic stray fields for both the weld and the tensile samples are in the order of the earths magnetic field. T2 - 43rd Annual Review of Progress in Quantitative Nondestructive Evaluation, Volume 36 CY - Atlanta, Georgia, USA DA - 17.07.2016 KW - Plastic deformation KW - GMR KW - Neutron diffraction KW - Residual stress KW - Microstructure KW - Low carbon steel KW - TIG weld PY - 2017 SN - 978-0-7354-1474-7 DO - https://doi.org/10.1063/1.4974688 SN - 0094-243X VL - 1806 IS - 1 SP - Article UNSP 110010-1 EP - 10 PB - AIP Publishing CY - Melville, NY 11747 AN - OPUS4-39279 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stegemann, Robert T1 - Evaluation magneto-mechanischer Effekte in hochauflösenden Magnetfeldmessungen durch Neutronendiffraktion N2 - Die mechanische Spannung ist ein maßgeblicher Parameter ferromagnetischer Materialien. Wird ein solches Material unter die Curie Temperatur abgekühlt, zerfällt es spontan in nahezu selbstgesättigte magnetische Domänen. Diese Magnetisierung führt gleichzeitig zu einer Verformung der mit ihr gekoppelten Kristallgitter. Ein Effekt der auch reziprok gilt: wird die Gitterverformung durch eine Spannung behindert ändert sich zwangsweise der magnetische Zustand. Man kann annehmen, dass zwischen unterschiedlichen, für sich aber homogen verspannten Werkstoffbereichen, lokale magnetische Streufelder auftreten, weil magneto-mechanische Effekte eine Inkompatibilität der Domänenstruktur induzieren. Bekanntlich bilden sich Spannungsgradienten nach Schweißprozessen durch ungleichmäßigen Wärmeeintrag, thermischer Dehnung, und unterschiedlichen Abkühlraten aus. Unter dieser Prämisse untersuchen wir Wolfram-Inertgas geschweißte Blindnahtproben (250x100x4,8 mm^3) aus einem hypereutektoiden Baustahl. Der Spannungszustand der Proben wurde anhand von Neutronendiffraktometrie (ND) am Instrument E3 am Reaktor BERII (Helmholzzentrum Berlin, HZB) charakterisiert. ND ist ein Referenzverfahren für die quantitative Bestimmung von elastischen Dehnungen in kristallinen Materialien, deren Gitter selbst der Messmaßstab ist. Die Auswertung zeigt hohe Längsspannungen mit lokalen Maxima in Größenordnung von 600 MPa, die von umgebenen Druckspannungszonen kompensiert werden. Zur Detektion der magnetischen Kleinststreufelder verwenden wir speziell designte GMR-Sensorik (GMR - Giant Magneto Resistance), die aufgrund der geringen Größe ihrer aktiven Sensorelemente hohe Ortsauflösung mit Sensitivität vereint. Die Visualisierung der Messergebnisse lässt eine klare magnetische Mikrostruktur der Schweißnähte erkennen, in der die Streufelder lateral in Größenordnung des Erdmagnetfeldes variieren (~50 µT). Wir zeigen durch einen Vergleich beider Messverfahren, dass lokale magnetische Streufeldmaxima in hohem Maße mit den Spannungsgradienten übereinstimmen. T2 - DGZfP-Jahrestagung CY - Koblenz, Germany DA - 22.05.2017 KW - WIG-Blindschweißnaht KW - GMR-Sensorik KW - Neutronendiffraktion KW - Eigenspannungen PY - 2017 AN - OPUS4-40370 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stegemann, Robert T1 - Evaluation magneto-mechanischer Effekte in hochauflösenden Magnetfeldmessungen durch Neutronendiffraktion N2 - Die mechanische Spannung ist ein maßgeblicher Parameter ferromagnetischer Materialien. Wird ein solches Material unter die Curie Temperatur abgekühlt, zerfällt es spontan in nahezu selbstgesättigte magnetische Domänen. Diese Magnetisierung führt gleichzeitig zu einer Verformung der mit ihr gekoppelten Kristallgitter. Ein Effekt der auch reziprok gilt: wird die Gitterverformung durch eine Spannung behindert ändert sich zwangsweise der magnetische Zustand. Man kann annehmen, dass zwischen unterschiedlichen, für sich aber homogen verspannten Werkstoffbereichen, lokale magnetische Streufelder auftreten, weil magneto-mechanische Effekte eine Inkompatibilität der Domänenstruktur induzieren. Bekanntlich bilden sich Spannungsgradienten nach Schweißprozessen durch ungleichmäßigen Wärmeeintrag, thermischer Dehnung, und unterschiedlichen Abkühlraten aus. Unter dieser Prämisse untersuchen wir Wolfram-Inertgas geschweißte Blindnahtproben (250x100x4,8 mm^3) aus einem hypereutektoiden Baustahl. Der Spannungszustand der Proben wurde anhand von Neutronendiffraktometrie (ND) am Instrument E3 am Reaktor BERII (Helmholzzentrum Berlin, HZB) charakterisiert. ND ist ein Referenzverfahren für die quantitative Bestimmung von elastischen Dehnungen in kristallinen Materialien, deren Gitter selbst der Messmaßstab ist. Die Auswertung zeigt hohe Längsspannungen mit lokalen Maxima in Größenordnung von 600 MPa, die von umgebenen Druckspannungszonen kompensiert werden. Zur Detektion der magnetischen Kleinststreufelder verwenden wir speziell designte GMR-Sensorik (GMR - Giant Magneto Resistance), die aufgrund der geringen Größe ihrer aktiven Sensorelemente hohe Ortsauflösung mit Sensitivität vereint. Die Visualisierung der Messergebnisse lässt eine klare magnetische Mikrostruktur der Schweißnähte erkennen, in der die Streufelder lateral in Größenordnung des Erdmagnetfeldes variieren (~50 µT). Wir zeigen durch einen Vergleich beider Messverfahren, dass lokale magnetische Streufeldmaxima in hohem Maße mit den Spannungsgradienten übereinstimmen. T2 - DGZfP-Jahrestagung CY - Koblenz, Germany DA - 22.05.2017 KW - GMR-Sensorik KW - Neutronendiffratkion KW - Eigenspannungen KW - Baustahl PY - 2017 AN - OPUS4-40386 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Spitzer, Stefan A1 - Recknagel, Christoph T1 - INFUSE - SensoJoint Entwicklung neuartiger Sensormethodik N2 - Funktionsschema einer neuartigen Messmethodik zur Ermittlung realer Beanspruchungen von Fugensystemen in hochbeanspruchten Betonfahrbahnbelägen. T2 - Bund-Länder Forschungskolloquium CY - Berlin, Germany DA - 05.07.2017 KW - Dauerhaftigkeit KW - Betonfahrbahndecke KW - Fugenproblematik PY - 2017 AN - OPUS4-41248 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Dackermann, U. A1 - Yu, Y. A1 - Niederleithinger, Ernst A1 - Li, J. A1 - Wiggenhauser, Herbert T1 - Condition Assessment of Foundation Piles and Utility Poles Based on Guided Wave Propagation Using a Network of Tactile Transducers and Support Vector Machines N2 - This paper presents a novel non-destructive testing and health monitoring system using a network of tactile transducers and accelerometers for the condition assessment and damage classification of foundation piles and utility poles. While in traditional pile integrity testing an impact hammer with broadband frequency excitation is typically used, the proposed testing system utilizes an innovative excitation system based on a network of tactile transducers to induce controlled narrow-band frequency stress waves. Thereby, the simultaneous excitation of multiple stress wave types and modes is avoided (or at least reduced), and targeted wave forms can be generated. The new testing system enables the testing and monitoring of foundation piles and utility poles where the top is inaccessible, making the new testing system suitable, for example, for the condition assessment of pile structures with obstructed heads and of poles with live wires. For system validation, the new system was experimentally tested on nine timber and concrete poles that were inflicted with several types of damage. The tactile transducers were excited with continuous sine wave signals of 1 kHz frequency. Support vector machines were employed together with advanced signal processing algorithms to distinguish recorded stress wave signals from pole structures with different types of damage. The results show that using fast Fourier transform signals, combined with principal component analysis as the input feature vector for support vector machine (SVM) classifiers with different kernel functions, can achieve damage classification with accuracies of 92.5% ± 7.5%. KW - Structural Health Monitoring KW - Non-Destructive Testing KW - Sensor network KW - Support vector machine KW - Utility poles PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-434868 UR - http://www.mdpi.com/1424-8220/17/12/2938 DO - https://doi.org/10.3390/s17122938 SN - 1424-8220 VL - 17 IS - 12 SP - Article 2938, 1 EP - 16 PB - MDPI CY - Basel, Schweiz AN - OPUS4-43486 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Stengel, Dominik A1 - Thiele, K. T1 - Measurements of downburst wind loading acting on an overhead transmission line in Northern Germany N2 - Along an overhead transmission line in Northern Germany, a unique instrumentation of anemometers and force measurements is installed. Details of this test line with wind measurements along a horizontal axis are given. A recent event of a presumable downburst wind event is analyzed by means of available data and precedent works on thunderstorm analysis. The measured response of the conductors at the suspension tower is investigated and compared with time domain simulation of a finite element model. T2 - X International Conference on Structural Dynamics, EURODYN 2017 CY - Rome, Italy DA - 10.09.2017 KW - Non-synoptic wind event KW - Downburst KW - Overhead transmission line KW - Finite element method PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-421239 DO - https://doi.org/10.1016/j.proeng.2017.09.578 SN - 1877-7058 VL - 199 IS - Supplement C SP - 3152 EP - 3157 PB - Elsevier AN - OPUS4-42123 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Auersch, Lutz T1 - Mitigation of railway induced vibration at the track, in the transmission path through the soil and at the building N2 - This contribution presents some principles and some examples of the mitigation of railway-induced ground vibrations. The principles are different for the mitigation measures at the track, in the soil or at the building. Force transfer functions of isolated and un-isolated track-soil systems, reflected and transmitted wave amplitudes at walls and trenches in the soil, and the transfer of the (free-field) vibration amplitudes to the foundation amplitudes of the building are analysed. The mitigation effect can be calculated by exact or simplified formulas. Some examples with 3D (finite-element boundary-element), 2D (beam-on-support), and 1D track models, 2D and 1D soil models, detailed 3D building models and finite or infinite 1D wall-floor models are investigated to find out if simple models can be used for a satisfactory prediction of the mitigation effect. The 1D track examples show that the force transfer of the track without vehicle can be exactly calculated, whereas the total force transfer can be calculated approximately if appropriate wheelset masses per track length are used for the isolated and the un-isolated track. The mitigation effect of a filled trench is calculated by a 2D finite element model and the results compare with simple transmission formula if the stiffness per area rather than the wave impedances are used for the infill material. The base isolation of a building is analysed by a detailed 3D model and the results are similar to the analytic results of a single wall with floors on the soil. Other reduction measures as different floor and column dimensions are usually less effective so that the clearly best mitigation solution at a building is a partly or a complete base isolation. T2 - X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017) KW - Mitigation KW - Soil-building interaction KW - Base isolation KW - Ground vibration PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-420869 DO - https://doi.org/10.1016/j.proeng.2017.09.192 SN - 1877-7058 VL - 199 SP - 2312 EP - 2317 PB - Elsevier CY - London AN - OPUS4-42086 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Auersch, Lutz A1 - Said, Samir A1 - Müller, Roger T1 - Measurements on the vehicle-track interaction and the excitation of railway-induced ground vibration N2 - Two railway measurement campaigns have been performed in Germany and Switzerland which yield insight in the vehicle-track-soil interaction. The campaign in Germany has included simultaneous measurement of vehicle, track, and soil vibrations during train runs with 16, 25, 40, 63, 80, 100, 125, 140, 160 km/h, and impulse measurements of the passenger car, three track sections and the soil. Two ballast tracks, one on the soil surface and one on a concrete bridge, have been investigated as well as a slab track in a tunnel. Ten different sites in Switzerland have been measured for soil properties and train-induced ground vibrations, which allow to determine the excitation forces of the railway traffic. New axle-box measurements at some of the Swiss sites have been analysed to get further experimental evidence. All these measurements have been evaluated to characterize the excitation processes. Relations between vehicle vibration and ground vibration can be observed. The vehicle vibrations, namely the accelerations of the wheelsets, yield the dynamic forces due to the passage over the irregularities of the vehicle and the track. The ground vibrations are correlated to these dynamic forces to a certain extent. Some mid-frequency ground vibration amplitudes, however, are higher than expected from the dynamic excitation forces. The experimental observations can be explained by an irregular response to the passage of the static loads, that means the passage of the static loads over an irregular ballast or soil. This correct understanding of the excitation processes is important for the prediction as well as for the mitigation of railway induced ground vibrations. T2 - X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017) KW - Vehicle-track interaction KW - Ground vibration KW - Track vibration KW - Railway measurement campaign KW - Axle box measurements PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-420889 DO - https://doi.org/10.1016/j.proeng.2017.09.390 SN - 1877-7058 VL - 199 SP - 2615 EP - 2620 PB - Elsevier CY - London AN - OPUS4-42088 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Long, Lijia A1 - Thöns, Sebastian A1 - Döhler, M. T1 - Damage Detection and Deteriorating Structural Systems N2 - This paper addresses the quantification of the value of damage detection system and algorithm information on the basis of Value of Information (VoI) analysis to enhance the benefit of damage detection information by providing the basis for its optimization before it is performed and implemented. The approach of the quantification the value of damage detection information builds upon the Bayesian decision theory facilitating the utilization of damage detection performance models, which describe the information and its precision on structural system level, facilitating actions to ensure the structural integrity and facilitating to describe the structural system performance and its functionality throughout the service life. The structural system performance is described with its functionality, its deterioration and its behavior under extreme loading. The structural system reliability given the damage detection information is determined utilizing Bayesian updating. The damage detection performance is described with the probability of indication for different component and system damage states taking into account type 1 and type 2 errors. The value of damage detection information is then calculated as the difference between the expected benefits and risks utilizing the damage detection information or not. With an application example of the developed approach based on a deteriorating Pratt truss system, the value of damage detection information is determined,demonstrating the potential of risk reduction and expected cost reduction. T2 - International Workshop on Structural Health Monitoring CY - Stanford, CA, USA DA - 12.09.2017 KW - Reliability updating KW - Structural reliability and risks KW - Damage detection KW - Value of information PY - 2017 SN - 978-1-60595-330-4 SP - 1276 EP - 1284 AN - OPUS4-43624 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Long, Lijia T1 - Damage detection and deteriorating structural systems N2 - This paper addresses the quantification of the value of damage detection system and algorithm information on the basis of Value of Information (VoI) analysis to enhance the benefit of damage detection information by providing the basis for its optimization before it is performed and implemented. The approach of the quantification the value of damage detection information builds upon the Bayesian decision theory facilitating the utilization of damage detection performance models, which describe the Information and its precision on structural system level, facilitating actions to ensure the structural integrity and facilitating to describe the structural system performance and its functionality throughout the service life. The structural system performance is described with its functionality, its deterioration and its behavior under extreme loading. The structural system reliability given the damage detection information is determined utilizing Bayesian updating. The damage detection performance is described with the probability of indication for different component and system damage states taking into account type 1 and type 2 errors. The value of damage detection Information is then calculated as the difference between the expected benefits and risks utilizing the damage detection information or not. With an application example of the developed approach based on a deteriorating Pratt truss system, the value of damage detection information is determined, demonstrating the potential of risk reduction and expected cost reduction. T2 - INFRASTAR Implementation day CY - BASt, Bergish Gladbach, Germany DA - 20-21.03.2018 KW - Value of information KW - Damage detetction system PY - 2017 AN - OPUS4-44586 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -