TY - CONF A1 - Auersch, Lutz ED - Ruspighi, Emiliano T1 - Vehicle-track-soil interaction and train-induced ground vibration: Theory and measurements in Germany, Switzerland and France N2 - Abstract. Three measurement campaigns of train-induced ground vibrations are evaluated for the vehicle-track-soil interaction. Ground vibrations, track vibrations and vehicle vibrations have been measured for train passages and impulse excitation and compared with theoretical results. The soil and the track-soil system are calculated by wavenumber integrals. The influence of the vehicle is introduced by a substructure method. By comparing theory and measurement the different components of excitation force and ground vibration can be analysed, the quasi-static excitation, track-alignment errors, the out-of-roundness of wheels, the wheel and rail roughness, and moreover, scattered axle impulses and ineffective high-frequency parts of the wheelset accelerations and forces. T2 - 13th International Conference on recent Advances in Structural Dynamics CY - Lyon, France DA - 15.4.2019 KW - Vehicle-track interaction KW - Train-induced ground vibration KW - Ground vibration measurements PY - 2019 SP - 810 EP - 821 PB - University of Southampton CY - Southampton AN - OPUS4-48423 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja A1 - Webb, A. T1 - Changes in façade regulations N2 - Recent facade fires worldwide have driven change in regulations for façade fire safety in different parts of the world. The Grenfell Tower fire 2017 in London triggered a thorough investigation of many aspects of the fire. One investigation was about the UK building regulations from Dame Judith Hackett 1,2. This investigation compares the UK with the situation other parts of the world. T2 - Interflam 2019 CY - London, UK DA - 01.07.2019 KW - Facade KW - Regulations KW - Australia KW - UK KW - Germany PY - 2019 SP - 183 EP - 197 PB - Interscience CY - London AN - OPUS4-48426 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja A1 - Boström, L. A1 - Anderson, J. A1 - Chiva, R. A1 - Guillaume, E. A1 - Colwell, S. A1 - Toth, P. T1 - European approach to assess the fire performance of façades N2 - Several attempts have been made in the past to develop a European harmonized testing and assessment method for façades before the European commission decided to publish a call for tender on the topic. A project consortium from five countries (Sweden, UK, France, Germany and Hungary) applied to the call for tender and was contracted to develop a European approach to assess the fire performance of façades. 24 sub-contractors and 14 stakeholder entities were part of the project. The objective of the European project was to address a request from the Standing Committee of Construction (SCC) to provide EC Member States regulators with a means to regulate the fire performance of façade systems based on a European approach agreed by SCC. In addressing this objective, the project team was asked to consider a number of issues which are presented and discussed. T2 - Interflam 2019 CY - London, UK DA - 01.07.2019 KW - Facade KW - European KW - Fire scenario KW - Testing PY - 2019 SP - 213 EP - 227 PB - Interscience AN - OPUS4-48428 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geißler, Peter A1 - Schwarz, Johannes A1 - Cuéllar, Pablo A1 - Hüsken, Götz A1 - Baeßler, Matthias A1 - Kühne, Hans-Carsten A1 - Morrone, C. T1 - Compaction grouting to improve the pile bearing capacity in non-cohesive soil N2 - The aim of an ongoing research project is to develop a design approach for typical offshore driven piles (e.g. Jacket piles) based on the application of injections by compaction grouting directly at the pile shaft. The paper aims to present the results of laboratory and in-situ tests, which reveal the efficiency and the promising potential of the optimised foundation concept for a more economic dimensioning of pile foundations and to increase their bearing capacity in non-cohesive soil at any moment after installation. T2 - Twenty-ninth International Ocean and Polar Engineering Conference CY - Honolulu, HI, USA DA - 16.06.2019 KW - Offshore Pile Foundation KW - Compaction Grouting KW - Grout KW - Injection Sequence KW - Tensile Capacity PY - 2019 SN - 978-1-880653-85-2 SN - 1098-6189 VL - II SP - 2178 EP - 2184 PB - International Society of Offshore and Polar Engineers (ISOPE) CY - Cupertino, California, USA AN - OPUS4-48505 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Long, Lijia A1 - Alcover, I. F. A1 - Thöns, Sebastian T1 - Quantification of the posterior utilities of SHM campaigns on an orthotropic steel bridge deck N2 - This paper contains a quantification and decision theoretical optimization of the posterior utilities for several options for monitoring campaigns on the particular case of fatigue life predictions of an orthotropic steel deck. The monitoring campaigns are defined by varying monitoring durations and phases. The decision analysis is performed with real data from the Structural Health Monitoring (SHM) of the Great Belt Bridge (Denmark) which, among others, consist of measured strains, pavement temperatures and traffic intensities. The fatigue loading prediction model is based on regression models linking daily averaged pavement temperatures, daily aggregated heavy-traffic Counts and derived S-N fatigue damages, all of them derived from the outcomes of different monitoring campaigns. A probabilistic methodology is utilized to calculate the fatigue reliability profiles of selected instrumented welded joints. The posterior utilities of SHM campaigns are then quantified by considering the structural fatigue reliability, various monitoring campaigns and the corresponding cost-benefit models. The decisions of identifying the optimal monitoring campaign and of extending the service life or not in conjunction with monitoring results are modelled. The optimal monitoring campaign is identified - retrospectively - by maximizing the expected benefits and minimize risks in dependency of the monitoring duration and the monitoring associated costs. The results, despite relying on a number of simplistic assumptions, pave the way towards the use of pre-posterior decision support to optimise the design of monitoring campaigns for similar bridges, with an overall goal to proof the cost efficiency of SHM approaches to civil infrastructure management. T2 - IWSHM 2019, The 12th International Workshop on Structural Health Monitoring, Stanford, California, USA CY - Stanford, California, USA DA - 10.09.2019 KW - Quantification KW - SHM information KW - Steel bridge deck PY - 2019 SP - 1 EP - 9 AN - OPUS4-48481 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Spranger, Felix A1 - Hilgenberg, Kai A1 - Rethmeier, Michael T1 - Laserimplantation von TiB2-Partikeln in X153CrMoV12 Kaltarbeitsstahl und Ihr Einfluss auf die Materialeigenschaften N2 - Die Laserimplantation erlaubt die Herstellung verschleißbeständiger, erhabener Mikrostrukturen (Implants) auf Stahloberflächen durch ein diskontinuierliches Dispergieren von keramischen Partikeln mittels gepulster Laserstrahlung. Durch die flexible Anordnung separierter Implants zu komplexen Mustern erlaubt das Verfahren eine gezielte Oberflächenstrukturierung zur Beeinflussung des Reibungs- und Verschleißverhaltens. Insbesondere erwies sich Titandiborid (TiB2) als Implantationsmaterial für geeig-net, da eine Manipulation der Implantgeometrie in einem breiten Bereich vorgenommen werden konnte, ohne dass Materialdefekte wie Risse oder Poren auftraten. Ziel der Untersuchungen war es, den Einfluss implantierter TiB2-Partikel auf die Materialeigenschaften von X153CrMoV12 zu ermitteln. Hierfür wurden im Rahmen der Arbeit die Laserparameter (Pulsleistung und -dauer) in einem breiten Parameterfeld variiert und vergleichende Untersuchungen an TiB2 implan-tierten Zonen sowie an punktuell umschmelzstrukturierten Zonen durchgeführt. Die Ergebnisse zeigen, dass eine reine Umschmelzstrukturierung zu einer deutlichen Reduktion der Oberflächenhärte aufgrund erhöhter Restaustenitgehalte (γR) führt. Im Gegensatz dazu führt das Laserimplantieren von TiB2-Partikeln zu einer deutlichen Härtesteigerung in den kuppel- oder ringförmigen Implants. Härtewerte von bis zu 1800 HV1 resultieren aus dispergierten TiB2-Primärpartikeln sowie in-situ ausgeschiedenen Se-kundärphasen, durch die der Restaustenitanteil zudem deutlich reduziert wird. T2 - 39. Assistentenseminar Füge- und Schweißtechnik CY - Eupen, Belgium DA - 12.09.2018 KW - Laserimplantation KW - TiB2 KW - AISI D2 KW - Laserdispergieren PY - 2019 SN - 978-3-96144-070-2 VL - Band 356 SP - 51 EP - 59 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-48751 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madigan, Maria A1 - Mente, Tobias A1 - Böllinghaus, Thomas ED - Sommitsch, C. ED - Enzinger, N. ED - Mayr, P. T1 - Numerical Simulation of Hydrogen Assisted Stress Corrosion Cracking Originating from Pits N2 - Supermartensitic stainless steels (SMSS) are a commonly used material nowadays for building offshore structures, i.e. pipelines in the oil and gas industry. The harsh and corrosive environments in oil and gas applications require the correct combination of alloys to attain the desired properties of steel, including high strength and good corrosion properties, even in severe sour service conditions. Welding is the most commonly used method in joining offshore components, depending on requirements requiring strength or fitting. It has been shown that the heat affected zone (HAZ) is more susceptible to certain types of corrosion, including pitting corrosion, especially during severe sour service where a high pH and lower H2S values in the flow medium can lead to pitting corrosion in the HAZ of welded structures. Subsequent hydrogen uptake in the pits can cause cracks to initiate and propagate, leading to rupture of pipelines or catastrophic failures of structures, even at low mechanical loads. Offshore standards allow a certain amount of corrosion, including pitting, to be present before action is required, however the extent of pitting corrosion is not identified by performing visual inspection alone as the subsurface pit diameter may be vastly greater than the pit diameter at the surface. The critical conditions which lead to crack initiation and propagation from a pit with hydrogen uptake are currently not known. Therefore, pitting corrosion and subsequent crack initiation are a danger to the safety of structures. The interest in this phenomenon has resulted in many experimental studies and numerical simulations. Several numerical models of pitting corrosion and hydrogen uptake resulting in crack initiation are already in existence, but these two phenomena are regularly modelled individually. Thus, a model enabling simulation of both phenomena simultaneously would be of great benefit. Hence, the goal of this study is to develop a model enabling simulation of pit growth and crack initiation, considering hydrogen uptake in the pit from a corrosive environment. As a first step, this paper presents an investigation into various parameters, which influence crack initiation at pits. These crack critical parameters include: pit geometry, pit location, mechanical load and hydrogen transport into the microstructure. The results will help to identify critical conditions for crack initiation starting at the pit and developing measures to avoid hydrogen assisted cracking (HAC). T2 - 12th International Seminar Numerical Analysis of Weldability CY - Graz, Austria DA - 23.09.2018 KW - Hydrogen Assisted Cracking (HAC) KW - Pitting KW - Supermartensitic Stainless Steel (SMSS) KW - Numerical Simulation PY - 2019 SN - 978-3-85125-615-4 SN - 978-3-85125-616-1 SN - 2410-0544 VL - 12 SP - 443 EP - 464 PB - Verlag der Technischen Universität Graz CY - Graz (Österreich) AN - OPUS4-48721 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brunner-Schwer, C. A1 - Graf, B. A1 - Rethmeier, Michael T1 - Laser-Plasma-Hybrid-Cladding: Possibilities in the combination 2 of arc and laser for deposition welding N2 - Plasma-Transferred-Arc (PTA) welding is a process that enables high deposition rates, but also causes increased thermal load on the component. Laser based Direct Energy Deposition (DED) welding, on the other hand, achieves a high level of precision and thus comparatively low deposition rates, which can lead to high processing costs. Combining laser and arc energy aims to exploit the respective advantages of both technologies. In this study, different possibilities of this process combination are presented using a PTA system and a 2 kW disk laser. This includes the combination in a common process zone as a highspeed plasma laser cladding technology (HPLC), which achieves process speeds of 10 m/min. Besides that it is being examined whether a pre-running plasma arc can be used to coat difficult-to-weld rail steel with a carbon content of 0.8 % due to a preheating effect. Furthermore, a smoothing of the coating by a plasma arc following the laser is investigated. T2 - Lasers in Manufacturing 2019 CY - Munich, Germany DA - 24.06.2019 KW - Plasma-Transferred-Arc KW - Direct Energy Deposition KW - highspeed plasma laser cladding KW - deposition welding PY - 2019 SP - 1 EP - 9 AN - OPUS4-48724 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bakir, Nasim A1 - Biltgen, J. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Influence of Partial Penetration Laser Hybrid Welding Parameters on the Solidification Cracking for Thick-Walled Structures N2 - In this study, the influence of the welding speed and the arc power on the solidification crack formation for partial penetration laser hybrid welded Thick-Walled plates were investigated. Experimentally, a linear correlation between the welding velocity and the crack number was observed. That is by reducing the welding velocity the crack number was reduced. The reduced welding velocity showed a strong impact on stress, as the model demonstrated a very lower stress amount in comparison to the reference case. The reduction of the welding speed could be a helpful technique to reduce the hot cracking. The wire feed speed showed a very slight influence on the crack formation. That can be returned to the large distance between the critical region for cracking and the arc region. T2 - Lasers in Manufacturing Conference 2019 CY - Munich, Germany DA - 24.06.2019 KW - Hybrid laser-arc welding KW - Solidification cracking KW - Thick-walled steel KW - Numerical simulation PY - 2019 SP - 1 EP - 7 PB - WLT Wissenschaftliche Gesellschaft Lasertechnik e.V AN - OPUS4-48733 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kühl, Christiane T1 - Risikomanagement beim Transport gefährlicher Güter in Europa N2 - Auf Initiative der Europäischen Kommission ist die Europäische Eisenbahn Agentur seit einigen Jahren damit beauftragt, in Zusammenarbeit mit einer Reihe von Expertinnen und Experten aus Europa harmonisierte Leitlinien für das Risikomanagement im Gefahrgutsektor zu entwickeln und fortzuschreiben. Der Vortrag informiert über die Entwicklung und den Stand der Arbeiten zum „Inland Transport of Dangerous Goods Risk Management Framework“ (RMF): - Warum gibt es das Risk Management Framework? - Wer ist an der Entwicklung beteiligt? - Wie ist das Risk Management Framework aufgebaut, an wen richtet es sich und was beinhaltet es? - Welche grundsätzlichen Fragen sind zu klären? - Wie geht es weiter? T2 - 29. Münchner Gefahrgut-Tage CY - Munich, Germany DA - 27.05.2019 KW - Gefahrguttransport KW - Risikomanagement KW - Risk Management Framework PY - 2019 SP - Paper 14, 1 PB - Süddeutscher Verlag Veranstaltungen GmbH CY - Landsberg AN - OPUS4-48738 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Linnemann, Konrad A1 - Müller, Lars A1 - Schönfelder, Thorsten A1 - Komann, Steffen A1 - Wille, Frank T1 - Authority Experience during Design Approval Procedure for Packages Loaded with Special Encapsulations for Damaged Spent Nuclear Fuel N2 - The first German package design approval certificate for a dual purpose cask intended for loading with damaged spent nuclear fuel was issued recently. BAM as part of the competent authority system in Germany carried out a comprehensive assessment procedure with respect to the mechanical and thermal design, the release of radioactive material and the quality assurance aspects of manufacturing and operation. Packages for the transport and storage of radioactive material have been assessed by BAM for many years, thus the common assessment procedure is well-known and good practice. Up to now only SNF without defects or HLW with well-defined properties were designated for long-term Interim storage and transports afterwards. Due to Germany’s nuclear phase out all other kinds of spent nuclear fuel in particular damaged spent nuclear fuel shall be packed as well. Damaged spent nuclear fuel needs a tight closure with Special encapsulations and clearly defined properties in Germany. In addition, these encapsulations shall be long-term durable, because they are not accessible after loading in a packaging within periodical inspections. The main difference to Standard package components is that encapsulations with a permanent closure achieve their specified conditions not after manufacturing but only during operation, after loading and closing. To ensure compliance with the specific conditions, special measures for quality assurance are necessary during operation of each encapsulation, e.g. drying and sealing, which were assessed by BAM. The present paper gives an overview of the conducted assessment from BAM and point out the findings concerning to the special closure lid of the approved encapsulation, which is screwed and welded. A wide verification concept is necessary to show the specific tightness under transport conditions. Together with quality assurance measures during first operation steps these encapsulations with damaged spent nuclear fuel can be handled like standard fuel assemblies in approved package designs. T2 - International Conference on the Management of Spent Fuel from Nuclear Power Reactors CY - Vienna, Austria DA - 24.06.2019 KW - Transport package KW - Design approval KW - Spent nuclear fuel KW - Special encapsulation PY - 2019 SP - 1 EP - 9 AN - OPUS4-48749 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kullolli, Borana A1 - Baeßler, Matthias A1 - Cuéllar, Pablo A1 - Rica, S. A1 - Rackwitz, F. T1 - An enhanced interface model for friction fatigue problems of axially loaded piles N2 - The shaft bearing capacity often plays a dominant role for the overall structural behaviour of axially loaded piles in offshore deep foundations. Under cyclic loading, a narrow zone of soil at the pile-soil interface is subject to cyclic shearing solicitations. Thereby, the soil may densify and lead to a decrease of confining stress around the pile due to microphenomena such as particle crushing, migration and rearrangement. This reduction of radial stress has a direct impact on the shaft capacity, potentially leading in extreme cases to pile failure. An adequate interface model is needed in order to model this behaviour numerically. Different authors have proposed models that take typical Interface phenomena in account such as densification, grain breakage, normal pressure effect and roughness. However, as the models become more complex, a great number of material parameters need to be defined and calibrated. This paper proposes the adoption and transformation of an existing soil bulk model (Pastor- Zienkiewicz) into an interface model. To calibrate the new interface model, the results of an experimental campaign with the ring shear device under cyclic loading conditions are here presented. The constitutive model shows a good capability to reproduce typical features of sand behaviour such as cyclic compaction and dilatancy, which in saturated partially-drained conditions may lead to liquefaction and cyclic mobility phenomena. T2 - Conference: OMAE CY - Glasgow, Scotland, UK DA - 09.06.2019 KW - Soil-structure interaction KW - Interface PY - 2019 VL - 2019 SP - Article Number: UNSP V001T10A013 PB - ASME CY - Glasgow, Scotland AN - OPUS4-48444 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geoerg, Paul A1 - Schumann, J. A1 - Boltes, M. A1 - Holl, S. A1 - Hofmann-Böllinghaus, Anja T1 - The influence of individual impairments on crowd dynamics N2 - Emergency exits as bottlenecks in escape routes are important for designing traffic facilities. Especially the fundamental diagram is a crucial performance criterion for assessment of pedestrians' safety in facilities and an important basis for calculation methods. For this reason, several studies were performed during the last decades which focus on the quantification of movement through bottlenecks. These studies were usually conducted with populations of homogeneous characteristics to reduce influencing variables and for reasons of practicability. Studies which consider heterogeneous characteristics in performance parameters are rarely available. In response and to reduce this lack of data a series of well-controlled large-scale movement studies considering pedestrians with different disabilities was carried out. T2 - Interflam 2019 CY - London, UK DA - 01.07.2019 KW - Evacuation PY - 2019 VL - 2019 SP - 775 EP - 791 PB - Interscience CY - London, UK AN - OPUS4-48647 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klippel, Andrea A1 - Hofmann-Böllinghaus, Anja T1 - Quantitative risk analysis and numerical investigation to determine critical fire scenarios in the environment of handicapped people N2 - Crisis management, particularly the evacuation of handicapped People during a fire scenario presents a highly demanding challenge for nursing staff and rescue forces on site. The German research Project SiME is an interdisciplinary cooperation of university and non-university research institutions as well as medium-sized companies, which work together to develop strategies to manage such critical scenarios. In the SiME project, which is funded by the German Federal Ministry of Education and Research, evacuation characteristics of pedestrians with physical, mental or age-related disabilities are investigated to fit consisting numerical evacuation models with data. One of the major tasks of the OvGU was to set up a database of scenarios related to fire, explosion or substance releases in the working and living environment of handicapped people. Therefore, more than 463 fire Events occurring over the last decade in Germany were documented in this database and categorized by a suitable assignment of characteristics e.g. location of fire, ignition source, number of fatalities and injured. The evaluated data were the basis for carrying out a quantitative risk analysis. Thus event trees were set up for different integrative infrastructures with which occurrence probabilities for different scenarios could be calculated for each path. The extent of damage, as a quantity describing the impact, was assumed to be personal injury or death or serious injury. By a risk assessment critical Scenarios could be derived from the risk analysis. T2 - Interflam 2019 CY - London, UK DA - 1.07.2019 KW - Evacuation PY - 2019 VL - 2019 SP - 795 EP - 806 PB - Interscience CY - London, UK AN - OPUS4-48649 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann, Michael A1 - Tiebe, Carlo T1 - VDI/VDE 3518 - Technische Richtlinie für Multigassensoren N2 - Der Beitrag präsentiert die erarbeiteten technischen Richtlinien zur Anwendung und Prüfung von Multigassensoren innerhalb der Richtlinienreihe VDI/VDE 3518 sowie in diesem Zusammenhang die Möglichkeiten der Sensorprüfung im akkreditierten Prüflabor des Fachbereichs 8.1 der BAM. Im Speziellen wird das in Kürze veröffentlichte Blatt 3 der Richtlinienreihe vorgestellt, das Bezug auf Multigassensoren für geruchsbezogene Messungen mit elektronischen Nasen nimmt. T2 - 5. Fachsymposium "Intelligente Sensorik/Analytik und sichere Sensornetze: Innovative Technologien und neue Anwendungsfelder" CY - Eggenstein -Leopoldshafen, Germany DA - 14.11.2018 KW - Multigassensoren KW - Richtlinie KW - Prüfung KW - Elektronische Nase PY - 2018 UR - http://hybridsensornet.org/symposien.html SP - 61 EP - 62 AN - OPUS4-46839 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wilsch, Gerd A1 - Gottlieb, Cassian A1 - Günther, Tobias A1 - Völker, Tobias ED - Ludwig, H.-M. T1 - Schnelle quantitative Untersuchung von Elementverteilungen in Beton mittels LIBS N2 - Die Laserinduzierte Plasmaspektroskopie (engl.: Laser-induced Breakdown Spectroscopy, kurz: LIBS) ist eine Kombination aus Laserablation mittels eines energiereichen Laser-Pulses, der Erzeugung eines Plasmas auf der zu untersuchenden Oberfläche und dem quantitativen Nachweis der Elementzusammensetzung durch spektroskopische Untersuchung der vom Plasma emittierten Strahlung. Ein LIBS-Gerät liefert dem sachkundigen Planer Daten für die Bewertung des Ist-Zustandes von Bauwerken unserer Infrastruktur durch die zweidimensionale Erfassung von Elementverteilungen. Typische Anwendungen sind die Erfassung von Chlor, Schwefel, Kohlenstoff, Natrium, Kalium und Lithium in Beton oder als – Qualitätssicherung – der Nachweis der mit einem Marker versehenen Tiefenhydrophobierung. In Zusammenarbeit zwischen Industriepartnern und der BAM wurden ein Labor und ein mobiles LIBS-System für die Vor-Ort-Messungen entwickelt. Die Analyse erfolgt vollautomatisch. Die Ortsauflösung beträgt bis zu 0,1 mm x 0,1 mm. Es können Messflächen von 140 mm x 170 mm gescannt werden. Die Erstellung von 2D-Elementverteilungen im Beispiel unten benötigt weniger als 10 Minuten. T2 - ibausil - 20. Internationale Baustofftagung CY - Weimar, Germany DA - 12.09.2018 KW - LIPS KW - LIBS KW - Beton KW - Chlorid PY - 2018 SN - 978-3-00-059950-7 VL - 2 SP - 2380 EP - 2387 PB - F.A. Finger-Institut für Baustoffkunde, CY - Weimar AN - OPUS4-46779 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Molkenthin, André A1 - Wilsch, Gerd A1 - Millar, Steven T1 - Sofortige Chloridbestimmung am Bauwerk mit LIBS N2 - Alle bislang angewendeten Verfahren zur Chloridbestimmung in Beton- und Stahlbetonbauwerken arbeiten über die Entnahme von Probenmaterial und dessen Analyse unter Laborbedingungen. Diese Methodik erfordert Zeit und generiert erhöhte Aufwendungen. Prüfverfahren, die direkt und zuverlässig solche Untersuchungen am Bauteil oder Bauwerk vornehmen können, standen bislang nicht zur Verfügung. Eine bereits in früheren Kolloquien vorgestellte Methode der Laser-induzierten Breakdown Spektroskopie wurde innerhalb eines aktuellen Forschungsvorhabens so weiter entwickelt, dass mit Hilfe eines neuartigen mobilen und kompakten Analysegerätes die Chloridwerte nun direkt und unmittelbar auf den Betonflächen bestimmt werden können. T2 - 8. Kolloquium Parkbauten CY - Ostfildern/Stuttgart, Germany DA - 23.01.2018 KW - Parkbauten KW - Chlorid KW - Mobiles LIBS PY - 2018 SP - 231 EP - 236 AN - OPUS4-46811 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Beckmann, Jörg ED - Jaunich, Matthias ED - Wolf, Dietmar ED - Schade, U. ED - Kerstin, von der Ehe T1 - THz-and mid IR Fourier Transform Spectroscopy on Physical Aged Polyethylene N2 - THz and mid IR spectroscopy of high-molecular PE (HMW) and ultra high-molecular PE (UHMW) reveals modifications of the molecular structure. Characteristic absorption bands are changed if the two materials are exposed by γ-Co60 radiation up to 600 kGy and subsequently stored at an annealing temperature of 398 K until for 729 days. T2 - 43rd International Conference on Infrared, Millimeter and Terahertz Waves (IRMMW-THZ), 2018 CY - Nagoya, Japan DA - 09.09.2018 KW - THz Spectroscopy PY - 2018 SN - 978-1-5386-3809-5 SN - 2162-2027 SP - 1 EP - 1 PB - IEEE Xplore Digital Library AN - OPUS4-46824 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zerbst, Uwe T1 - Fatigue strength and fracture mechanics of mechanical components N2 - The present paper provides a discussion on all these topics and it offers solutions for it. The authors present an analytical solution of a Delta J based crack driving force based on an R6 type approach but modified for cyclic loading. The gradual build-up of the crack closure effect is modelled by the so-called cyclic R curve which describes the crack size dependency of the fatigue crack propagation threshold in the short crack regime. It is explained how the cyclic R curve is experimentally determined and how it can be estimated by a modified Kitagawa-Takahashi approach. T2 - Proceedings of the 7th International Conference on Mechanics and Materials in Design T2 - 7th International Conference on Mechanics and Materials in Design CY - Albufeira, Portugal DA - 11.07.2017 KW - Fatigue strength KW - S-N curve KW - Crack propagation KW - J-integral KW - Residual lifetime PY - 2017 SN - 978-989-98832-7-7 SP - 507 EP - 508 AN - OPUS4-46863 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Tiebe, Carlo A1 - Detjens, Marc A1 - Fechner, A. A1 - Sielemann, S. A1 - Lorek, A. A1 - Wernecke, R. A1 - Stoltenberg, H. T1 - Development of a device for staged determination of water activity and moisture content N2 - Moisture content and water activity are important parameters for quality characterization of products like bulk materials, powders, granules. Thus, an exact determination is necessarily required in a wide range of industrial applications. Moisture of materials is the content of non-chemically bound water in a solid or liquid. Water activity (aW) is a characteristic/parameter of the non-chemically bound ("free") water in materials and is measured as humidity over a solid/liquid surface at constant temperature (equilibrium moisture content). It is an important parameter to characterize the quality of e. g. pharmaceutical and food products. In our contribution, we present the developed MOISHUM device for staged determination of water activity and moisture content of liquid and solid materials. T2 - Eurosensors 2018 CY - Graz, Austria DA - 09.09.2018 KW - Water activity KW - Moisture KW - Coulometric humidity sensor KW - MOISHUM PY - 2018 SN - 2504-3900 SP - 7253, 1 EP - 4 PB - MDPI AN - OPUS4-46210 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wäsche, Rolf A1 - Ehrke, R. A1 - Kramer, R. A1 - Jayachandran, A. R. A1 - Brandt, G. T1 - Influence of temperature on tribological behaviour of DLC coatings under lubricated conditions up to 250°C N2 - In the present work it was shown that there is an influence of temperature and counter body material on the tribological properties of a-C:H coatings deposited on Cronidur 30 steel in a lubricated ball on disk contact situation. T2 - ASIATRIB 2018 CY - Kuching, Sarawak, Malaysia DA - 17.09.2018 KW - DLC KW - Temperature KW - Lubricated sliding PY - 2018 SP - 253 EP - 254 AN - OPUS4-46213 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. A1 - Hüllmann, Dino A1 - Bartholmai, Matthias ED - Pastramă, D. Ş ED - Constantinescu, D. M. T1 - Concept of a gas-sensitive nano aerial robot swarm for indoor air quality monitoring N2 - In industrial environments, airborne by-products such as dust and (toxic) gases, constitute a major risk for the worker’s health. Major changes in automated processes in the industry lead to an increasing demand for solutions in air quality management. Thus, occupational health experts are highly interested in precise dust and gas distribution models for working environments. For practical and economic reasons, high-quality, costly measurements are often available for short time-intervals only. Therefore, current monitoring procedures are carried out sparsely, both in time and space, i.e., measurement data are collected in single day campaigns at selected locations only. Real-time knowledge of contaminant distributions inside the working environment would also provide means for better and more economic control of air impurities. For example, the possibility to regulate the workspace’s ventilation exhaust locations can reduce the concentration of airborne contaminants by 50%. To improve the occupational health and safety of (industrial) workplaces, this work aims for developing a swarm of gas-sensitive aerial nano robots for monitoring indoor air quality and for localizing potential emission sources. T2 - 35th Danubia-Adria Symposium on Advances in Experimental Mechanics CY - Sinaia, Romania DA - 25.09.2018 KW - Mobile Robot Olfaction KW - Swarm KW - Nano aerial robot KW - Gas sensing PY - 2018 SN - 978-606-23-0874-2 SP - 139 EP - 140 PB - PRINTECH CY - Bukarest AN - OPUS4-46137 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Grelle, Tobias A1 - Wolff, Dietmar A1 - Probst, Ulrich A1 - Jaunich, Matthias A1 - Völzke, Holger T1 - Component and material investigations on metal seals for high level radioactive waste containers N2 - In Germany casks for interim storage of spent nuclear fuel and high level radioactive waste are equipped with Helicoflex® metal seals as main sealing barrier of the double lid system. The long-term behaviour of those seals is investigated at Bundesanstalt für Materialforschung und –prüfung (BAM) in order to evaluate the safety function of the containment at different temperatures over storage periods of 40 years or more in case extended interim storage becomes necessary. Long-term investigations have been done for ageing times of up to 8.5 years at temperatures ranging from room temperature to 150 °C. It was found that the seal force and useable resilience decrease over time, which is mainly caused by creep deformation of the aluminium (or silver) outer jacket of the seals. This effect becomes stronger with increasing temperature. The ageing processes of the seal material and the overall seal behaviour is under investigation in order to derive analytical descriptions for the long-term seal performance. Thus, standardized tests on the basic seal materials, with focus on aluminium, and additional investigations on the seals as a component are conducted. The current investigations include compression and tension creep measurements as well as tensile testing. Furthermore, ageing of seal segments provides information on the development of the contact area width, jacket thickness and microstructural changes in dependence of time and temperature. The obtained data are used for the development of material models and an analytical approach to describe and predict the time and temperature dependent sealing behaviour in the long-term. T2 - 11th International Conference on the Transport, Storage and Disposal of Radioactive Materials CY - London, UK DA - 15.05.2018 KW - Metal seal KW - Creep KW - Long-term behavior PY - 2018 SP - 18535, 1 EP - 6 AN - OPUS4-45452 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hüllmann, Dino A1 - Kohlhoff, Harald A1 - Erdmann, Jessica A1 - Neumann, Patrick P. ED - Pastramă, D. Ş. ED - Constantinescu, D. M. T1 - Control of a spherical parallel manipulator with three degrees of freedom N2 - In robotic applications, it is often necessary to orient a sensor quickly. Spherical parallel manipulators (SPM) are well suited for this purpose since they offer superior dynamics and structural stiffness as compared to serial manipulators. To control them, however, the kinematic equations have to be known. In this paper, a SPM with three degrees of freedom and the kinematic equations describing its mechanical properties are presented. T2 - 35th Danubia-Adria Symposium on Advances in Experimental Mechanics CY - Sinaia, Romania DA - 25.09.2018 KW - Spherical parallel manipulator KW - Control KW - 3 DoF PY - 2018 SN - 978-606-23-0874-2 SP - 159 EP - 160 PB - PRINTECH CY - Bukarest AN - OPUS4-46141 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Said, Samir A1 - Auersch, Lutz T1 - Prediction of explosion-induced ground and building vibrations - measured wave velocities, transfer functions and attenuation N2 - Explosion-induced ground vibrations have been measured at several places. Results about the wave propagation are shown in this contribution. The particle velocities of the soil have been measured at up to 1000 m distance from the explosion and are presented as time records (seismograms) and one-third octave band spectra (transfer functions). The results are compared with the results of hammer impacts. The seismograms clearly show different wave types, compressional waves of the air, the water and the soil, and the Rayleigh wave. The hammer impacts yield good results up to 100 m and incorporate higher frequencies at about 50 Hz, whereas the explosion results in a ground vibration with frequencies around 10 Hz and a longer range of influence. Explosion and hammer excitations are evaluated for the wave velocities of the soil by using the wavenumber and the spatial auto-correlation method. The attenuation of the ground vibration amplitudes A with distance r can well be presented by a power law A ~ r -q. This type of amplitude-distance law and the corresponding power q > 1 are substantiated in the contribution. The influence of the charge weight W is evaluated as an additional power law A ~ W -p for each measuring site. The power is found quite similarly around q  0.6 as all sites have a medium soft soil such as sand and clay. The obtained amplitude-charge-distance law can be used to predict the explosion-induced ground and building vibrations at other sites. T2 - International Congress on Sound and Vibration (ICSV25) CY - Hiroshima, Japan DA - 08.07.2018 KW - Prediction of explosion induced ground and building vibration KW - Explosion-induced ground vibrations KW - Hammer impact KW - Soil properties KW - Amplitude-distance laws KW - Amplitude-charge weight laws PY - 2018 SN - 978-83-7880-552-6 SN - 2329-3675 SP - 1 EP - 8 PB - Silesian University of Technology Press CY - Gliwice, Poland AN - OPUS4-45506 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruschwitz, Sabine A1 - Ebell, Gino A1 - Shen, J. T1 - Towards Data Based Corrosion Analysis of Concrete with Supervised Machine Learning N2 - Half-Cell-Potential Mapping (HP) is the most popular non-destructive testing (NDT) method for the detection of active corrosion in reinforced concrete. HP is influenced by parameters such as moisture and chloride gradients in the component. The sensitivity to the spatially small, but dangerous pitting is low. In this study we show how additional measurement information can be used with multi-sensor data fusion to improve the detection performance and to automate data evaluation. The fusion is based on supervised machine learning (SML). SML are methods that recognize relationships in (sensor) data based on given labels. We use SML to distinguish "defective" and "intact" labeled areas in our dataset. It consists of 18 measurement - each contains HP, ground radar, microwave moisture and Wenner resistance data. Exact labels for changing environmental conditions were available in a laboratory study on a reinforced concrete slab, which deteriorated controlled and accelerated. The deterioration progress was monitored continuously and corrosion was generated targeted at a predefined location. The detection results are quantified and statistically evaluated. The SML results shows a significant improvement over the best single method (HP). T2 - NDE/NDT for Highway and Bridges: Structural Materials Technology (SMT 2018) and the International Symposium Non-Destructive Testing in Civil Engineering (NDT-CE 2018) CY - New Brunswick, NJ, USA DA - 27.08.2018 KW - Data fusion KW - Half-cell potential mapping KW - Data based decision making KW - Non-destuctive corrosion testing of concrete KW - Supervised machine learning PY - 2018 SP - 1 EP - 7 AN - OPUS4-45512 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz A1 - Said, Samir T1 - Strukturschwingungen und Schwingungsminderung - Bauwerksmodelle, Messungen vor Ort und auf dem Versuchsgelände der BAM T1 - Structural Vibrations and Vibration Reduction Building Models, On-site Measurements and Test Site of the BAM N2 - Die Grundidee einer Schwingungsminderung ist es eine tiefe Eigenfrequenz der Struktur zu erreichen, so dass höhere Frequenzen abgemindert werden. Das gilt für die Minderung an der Quelle, zum Beispiel einem Eisenbahngleis, und für die Minderung am Empfänger, dem Gebäude. Die Eigenfrequenz ermittelt man aus dem Verhältnis der Auflagersteifigkeit und der Masse. Wie ist die Masse bei einem Gebäude zu wählen? Und wie ist die Untergrundsteifigkeit zu berücksichtigen? Als Referenzsituation ohne Minderungsmaßnahme? Der Beitrag bringt Rechenergebnisse zu abgefederten Gebäuden mit einfachen und komplexen (FE-) Modellen, Mess- und Rechenergebnisse zur Schwingungsübertragung von unabgefederten Gebäuden. Es wird der Einfluss der Abstimmfrequenz, der Bodensteifigkeit und der „starren“ Gebäudemasse untersucht. Die komplexen Gebäudemodelle erlauben, neben der Berechnung einer elastischen Gebäudelagerung, auch die Variation von Gebäudeparametern zur Reduktion der Deckenschwingungen. Den Ergebnissen bei der Erschütterungs-übertragung in Gebäude werden zwei ähnliche Beispiele zur elastischen Maschinenlagerung und zur elastischen Gleislagerung gegenübergestellt. T2 - 6. VDI Fachtagung Baudynamik CY - Würzburg, Germany DA - 17.04.2018 KW - Rechenmodelle KW - Elastische Gebäudelagerung PY - 2018 SN - 978-3-18-092321-5 SN - 0083-5560 VL - 2321 SP - 421 EP - 434 PB - VDI-Verlag CY - Düsseldorf AN - OPUS4-45471 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Long, Lijia A1 - Thöns, Sebastian A1 - Döhler, M. T1 - The effects of SHM system parameters on the value of damage detection information N2 - This paper addresses how the value of damage detection Information depends on key Parameters of the Structural Health Monitoring (SHM) system including number of sensors and sensor locations. The Damage Detection System (DDS) provides the information by comparing ambient vibration measurements of a (healthy) reference state with measurements of the current structural system. The performance of DDS method depends on the physical measurement properties such as the number of sensors, sensor positions, measuring length and sensor type, measurement noise, ambient excitation and sampling frequency, as well as on the data processing algorithm including the chosen type I error for the indication threshold. The quantification of the value of Information (VoI) is an expected utility based Bayesian decision analysis method for quantifying the difference of the expected economic benefits with and without information. The (pre-)posterior probability is computed utilizing the Bayesian updating theorem for all possible indications. If changing any key parameters of DDS, the updated probability of system failure given damage detection information will be varied due to different indication of probability of damage, which will result in changes of value of damage detection information. The DDS system is applied in a statically determinate Pratt truss bridge girder. Through the analysis of the value of information with different SHM system characteristics, the settings of DDS can be optimized for minimum expected costs and risks before implementation. T2 - 9th European Workshop on Structural Health Monitoring CY - Manchester, UK DA - 10.07.2018 KW - SHM KW - Damage detection system KW - Value of information PY - 2018 SP - 375 EP - 384 AN - OPUS4-46190 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Wolfram A1 - Olonade, Kolawole Adisa A1 - Tchetgnia Ngassam, Ines Leana A1 - Mbugua, Rose A1 - Athman Mwende, Carol A1 - Kühne, Hans-Carsten ED - Ludwig, Horst-Michael T1 - Pflanzenbasierte Betonzusatzmittel für Hochleistungsbeton N2 - Während für die Bauwirtschaft in den meisten Ländern der nördlichen Halbkugel die Instandhaltung bestehender Strukturen und Infrastruktur im Vordergrund steht, geht es in vielen Ländern der Südhalbkugel in der Hauptsache um die Schaffung von Bauwerken und Infrastruktur zur Verwirklichung angemessener Lebensbedingungen, was wiederum das schnelle Wirtschaftswachstum weiter befeuert. Beton ist als Massenbaustoff, trotz landläufig anderer Bewertung, aufgrund seines im Vergleich zu anderen Baustoffen günstigen CO2-Footprints und der globalen Verfügbarkeit hierbei aktuell ohne Alternative. Allerdings ist Beton nach Wasser das am zweithäufigsten genutzte Produkt auf Erden [1] und die globale Nachfrage und Produktion steigt dramatisch. Dies hat Konsequenzen für das globale Klima, denn gerade die als Bindemittel eingesetzten Portlandzemente verursachen bei ihrer Herstellung selbst unter modernsten Produktionsbedingungen große Mengen an CO2. Deshalb müssen für zukünftige nachhaltigere Technologien neuartige Betone entwickelt werden, die bei gleicher oder verbesserter Leistungsfähigkeit, einen geringeren Bedarf an Portlandzement aufweisen. Um den CO2-Ausstoß, der mit der Betonherstellung verbunden ist zu minimieren, müssen Anteile an Portlandzement im Bindemittel reduziert und durch nachhaltigere Ersatzstoffe ausgetauscht werden. Darüber hinaus muss das eingesetzte Bindemittel im Beton so effizient wie möglich ausgenutzt werden. Das heißt, ein Bauteil oder Bauwerk sollte gerade so viel Bindemittel enthalten, wie für die Tragfähigkeit und Dauerhaftigkeit erforderlich ist. Hierfür erscheint der Einsatz von leistungsfähigen bauchemischen Produkten unumgänglich. Diese können zum einen die veränderten Verarbeitungseigenschaften, die Zementersatzstoffe mit sich bringen, ausgleichen und gleichzeitig helfen, den Gesamtwassergehalt zu minimieren, so dass das Bindemittel seine maximale Leistungsfähigkeit erzielt. Fließmittel sind aktuell die wichtigsten Zusatzmittel für Beton. Sie reduzieren den Wasserbedarf und ermöglichen, Zement im Beton effizienter auszunutzen. Darüber hinaus sind Stabilisierer wichtig zur Erhöhung der Robustheit, insbesondere im Hinblick auf die bautechnischen Herausforderungen der Zukunft – vom Pumpen über weite Distanzen, dem Spritzen, dem Betonieren bei extremen Klimabedingungen bis hin zum 3D-Druck. T2 - ibausil CY - Weimar, Germany DA - 12.09.2018 KW - Bauchemie KW - Zusatzmittel KW - Rheologie KW - Polysaccharide KW - Akaziengummi KW - Triumfetta Pendrata A. Rich PY - 2018 SN - 978-3-00-059950-7 VL - 20 SP - 1-874 EP - 1-885 CY - Weimar AN - OPUS4-47048 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF ED - Marko, Angelina ED - Petrat, Torsten ED - Graf, Benjamin ED - Rethmeier, Michael T1 - Prognose der Oberflächenbeschaffenheit für die additive Fertigung mittels Laser-Pulver-Auftragschweißen N2 - In den letzten Jahren hat vor allem die Nachfrage nach additiven Fertigungstechnologien und Reparaturverfahren für Hochfeste Werkstoffe einen starken Aufschwung erlebt. Ein Verfahren, welches sich neben der Herstellung von Beschichtungen besonders für diese Anwendungen eignet, ist das Laser-Pulver-Auftragschweißen. Es wird besonders für Reparaturen bzw. zur Herstellung von teuren Bauteilen, wie Werkzeuge oder Turbinenteilen, eingesetzt. Da diese Teile oft großen mechanischen sowie thermischen Belastungen ausgesetzt sind, ist es besonders wichtig, dass die erzeugte Struktur eine hohe Qualität aufweist. In dieser Arbeit wird die statistische Versuchsplanung genutzt, um Modelle für die Oberflächenbeschaffenheiten von Inconel 718 zu generieren. Als Grundlage dient hierbei ein zentral zusammengesetzter Versuchsplan mit großem Parameterfenster. So wird die Leistung zwischen 550 Watt und 1950 Watt, der Vorschub von 530 mm/min bis 920 mm/min, der Pulvermassenstrom von 3 g/min bis 12 g/min sowie der Spotdurchmesser von 1 mm bis 2 mm variiert. Auf diese Weise wird die Spurgeometrie beeinflusst. Darüber hinaus wird das Überlappungsverhältnis zwischen 20% bis 50% verändert. Die Auswertung der Oberflächenbeschaffenheit erfolgt mit dem auf der Fokusvariation basierendem Oberflächenmessgerät Alicona Infinite-Focus. Dieses Verfahren der 3D Mikrokoordinatenmesstechnik gewährleistet eine zuverlässige Auswertung der Spurgeometrie, der Welligkeit sowie die Messung der mittleren arithmetischen Höhe Sa zur Bestimmung der Oberflächenrauheit. Anschließend werden die generierten Modelle verifiziert. Ziel dabei ist, kostenintensive Vorversuche in Zukunft einzusparen. Darüber hinaus wird das Prozessverständnis erweitert und signifikante Einflussfaktoren identifiziert. T2 - DVS Kongreß 2018 CY - Friedrichshafen, Germany DA - 17.09.2018 KW - Laser-Pulver-Auftragschweißen KW - Statistische Versuchsplanung KW - Oberflächenmessung KW - Additive Manufacturing PY - 2018 SN - 978-3-96144-036-8 VL - 2018 SP - 265 EP - 270 PB - DVS Media CY - Düsseldorf AN - OPUS4-47092 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Erenberg, Marina A1 - Bletzer, Claus A1 - Feldkamp, Martin A1 - Musolff, André A1 - Nehrig, Marko A1 - Wille, Frank T1 - Experimental investigations of the burning behaviour of transport package impact limiters and of fire spread impact onto the cask N2 - Accident safe packages for the transport of spent nuclear fuel and high-level waste shall fulfil international IAEA safety requirements. Compliance is shown by consecutive mechanical and thermal testing. Additional numerical analysis are usually part of the safety evaluation. For damage protection some package designs are equipped with wood filled impact limiters encapsulated by steel sheets. The safety of these packages is established in compliance with IAEA regulations. Cumulative mechanical and fire tests are conducted to achieve safety standards and to prevent loss of containment. Mechanical reliability is proven by drop tests. Drop testing might cause significant damage of the impact limiter steel sheets and might enable sufficient oxygen supply to the impact limiter during the fire test to ignite the wood filling. The boundary conditions of the fire test are precisely described in the IAEA regulatory. During the test the impact limiter will be subjected to a 30 minute enduring fire phase. Subsequent to the fire phase any burning of the specimen has to extinguish naturally and no artificial cooling is allowed. At BAM a large-scale fire test with a real size impact limiter and a wood volume of about 3m3 was conducted to investigate the burning behaviour of wood filled impact limiters in steel sheet encapsulation. The impact limiter was equipped with extensive temperature monitoring equipment. Until today burning of such impact limiters is not sufficiently considered in transport package design and more investigation is necessary to explore the consequences of the impacting fire. The objective of the large scale test was to find out whether a self-sustaining smouldering or even a flaming fire inside the impact limiter was initiated and what impact on the cask is resulting. The amount of energy, transferred from the impact limiter into the cask is of particular importance for the safety of heavy weight packages. With the intention of heat flux quantification a new approach was made and a test bench was designed. T2 - ASME 2018 Pressure Vessels and Piping Conference CY - Prague, Czech Republic DA - 15.07.2018 KW - Shock absorber KW - Impact limiter KW - Wood KW - Thermal testing KW - Fire KW - Smoldering KW - IAEA KW - Fire test PY - 2018 SN - 978-0-7918-5170-8 VL - PVP2018 SP - 84714-1 EP - 84714-10 AN - OPUS4-46984 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krafka, Helmut ED - Richard, H. A. T1 - Risse in Schweißverbindungen - Heißrissarten, Heißrissentstehung und Heißrissprüfung N2 - Es wird ein Überblick über Heißrisse in heißrissanfälligen Schweißungen gegeben. Die Ursachen der Rissbildung der unterschiedlichen Heißrisstypen werden beschrieben und mit Fotos dokumentiert. Einige ausgewählte Heißrissuntersuchungsverfahren mit Fremdbeanspruchung der Proben werden erläutert und ihre Bewertungskriterien angegeben. N2 - A survey is given about hot cracks in hot crack susceptible welds. The reasons of the formation of different hot crack types are described and documented by photograhs. Some selected hot cracking testing procedures using externally loaded specimens are described and their evaluation criteria indicated. T2 - 32. Tagung des DVM-Arbeitskreises Bruchvorgänge CY - Berlin, Germany DA - 22.02.2000 KW - heißrissanfällige Schweißungen KW - Heißrisstypen PY - 2000 VL - 232 SP - 161 EP - 171 PB - DVM - Deutscher Verband für Materialforschung und -prüfung CY - Berlin AN - OPUS4-47023 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kowitz, Astrid A1 - Wu, Cheng-Chieh A1 - Hille, Falk A1 - Helmerich, Rosemarie A1 - Kadoke, Daniel A1 - Gründer, Klaus-Peter A1 - Hauser, S. A1 - Schwarzinger, H. ED - Pastramă, Ş. D. ED - Constantinescu, D. M. T1 - Impact on a micro-reinforced UHPC: Experimental studies versus numerical modeling N2 - Within the presented research project, experimental and numerical investigations were performed to develop a thin-shelled, modular, mobile element system made of a micro-reinforced ultra-high-performance ductile concrete (DUCON®). Material parameters were experimentally determined to adapt the material model within the numerical analysis applying the Drucker-Prager relationship. Afterwards, for validation of the numerical models, quasi-static and high-velocity impact tests were performed on plate-like structures. Finally, a suitable geometry of transportable barrier elements will be designed, which provides a maximum of resistance against impact by a minimum of weight and a maximum of mobility. T2 - 35th Danubia-Adria Symposium on Advances in Experimental Mechanics CY - Sinaia, Romania DA - 25.09.2018 KW - E-modulus KW - Impact KW - UHPC KW - DUCON® KW - Quasi-static and dynamic tests KW - Micro-reinforcement KW - Ductility KW - Mobile elements KW - Numerical modeling KW - Stereo photogrammetry KW - Compressive strength PY - 2018 UR - https://www.das2018.ro/ SN - 978-606-23-0874-2 SP - 11 EP - 12 PB - Editura Printech CY - Bucarest, Romania AN - OPUS4-47001 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kamaraj, Abinaya A1 - Erning, Johann Wilhelm A1 - Reimann, S. A1 - Ahrens, A. T1 - Susceptibility of 304 stainless steel to crevice corrosion in electrochemically active fluids N2 - The susceptibility of AISI 304 stainless steel to crevice corrosion on the effect of contact with electrochemically active fluids was investigated using exposure and stepwise potentiostatic polarisation. Crevice materials made up of 304 SS and Polyether ether ketone (PEEK) forming two kinds of crevices including 304 SS-to-PEEK and 304 SS-to-304 SS were tested. T2 - NACE International Corrosion Conference 2019 CY - Nashville, TN, USA DA - 24.03.2019 KW - Steel KW - Crevice KW - Corrosion KW - ECA KW - Stainless PY - 2019 SP - Paper 12868 PB - NACE International CY - Houston AN - OPUS4-49286 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wu, Cheng-Chieh A1 - Weisbrich, S. A1 - Burger, M. A1 - Neitzel, F. T1 - A Four-Point Bending Test Apparatus for Measurement- and Model-based Structural Analysis N2 - By means of a small-scale truss bridge, the ability of the Measurement- and Model-based Structural Analysis to detect and localize damage was examined. Although there was no noteworthy difficulty in detecting damage, it turned out that damage localization responds sensitively to systematic influences, i.e. non-modelled properties of the mechanical model. Therefore, another experiment is being conducted to re-examine the Measurement- and Model-based Structural Analysis. For this purpose, the bending test is carried out as it has been already theoretically respectively numerically discussed. In this attempt, the systematic influences such as residual stress are kept as low as possible. T2 - 36th Danubia Adria Symposium on Advances in Experimental Mechanics CY - Pilsen, Czech Republic DA - 24.09.2019 KW - Damage detection KW - Adjustment calculation KW - Finite element method PY - 2019 SN - 978-80-261-0876-4 SP - 63 EP - 64 CY - Pilsen, Czech Republic AN - OPUS4-49290 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Spranger, Felix A1 - Schirdewahn, S. A1 - Kromm, Arne A1 - Merklein, M. A1 - Hilgenberg, Kai T1 - On the influence of tib2, tic and tin hard particles on the microstructure of localized laser dispersed aisi d2 tool steel surfaces N2 - The control of friction and wear is a major concern in many industrial applications. A promising method for a tailored surface modification is the so-called laser implantation technique. This method combines surface texturing and material optimization in one processing step by a localized dispersing of hard ceramic particles using pulsed laser radiation. Wear resistant, protruding micrometric features (implants) with defined geometry can be created in deterministic pattern where needed on highly stressed surfaces, i.e. on forming or cutting tools. However, in order to maintain the implants over the tool’s lifetime, a suitable selection of hard ceramic particles is a prerequisite. They must provide a defect-free Metal Matrix Composite with a high share of homogeneously distributed particles and especially a high implant hardness. In this study TiN, TiC and TiB2 hard particles were compared as implant materials for the first time. By a systematic variation of the pulse power and pulse duration, their dispersing behavior and influence on the material properties of AISI D2 tool steel was investigated. Although all powder materials had grain sizes smaller than 10 µm, it was possible to disperse them by pulsed laser radiation and to obtain defect-free protruding implants. The highest share of dispersed particles (~64 %) was observed for TiB2. By scanning electron microscopy and energy dispersive X-ray spectroscopy, it was also shown that a significant share of the pre-placed particles was dissolved by the laser beam and precipitated as nanometer sized particles within the matrix during solidification. These in-situ formed particles have a decisive influence on the material properties. While the TiN and TiC implants have shown maximum hardness values of 750 HV1 and 850 HV1, the TiB2 implants have shown the highest hardness values with more than 1600 HV1. By X-ray diffraction, it was possible to ascribe the lower hardness values of TiC and TiN implants to high amounts of retained austenite in the metal matrix. By implanting TiB2, the formation of retained austenite was successfully suppressed due to the in-situ formation of TiC particles, which was proven by electron backscatter diffraction. In conclusion, all the implant materials are basically suitable for laser implantation on AISI D2 tool steel. However, TiB2 has shown the most promising results. T2 - 38th International Congress on Applications of Lasers & Electro-Optics CY - Orlando, FL, USA DA - 07.10.2019 KW - Laser implantation KW - Surface texturing KW - AISI D2 KW - TiB2 PY - 2019 SN - 978-1-940168-1-42 SP - 1 EP - 10 AN - OPUS4-49317 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wöhlecke, Andreas T1 - Aktuelle Themen aus der Arbeit des Fachbeirats der BAM N2 - Vor nun 30 Jahren, im Jahre 1989, wurde die erste Zulassung für eine Kunststoffdichtungsbahn (KDB) von der BAM auf der Grundlage des Niedersächsischen Dichtungserlasses“ erteilt. Vor ungefähr 10 Jahren wurde die BAM mit dem Erscheinen der Deponieverordnung (DepV) mit der Zulassung von Geokunststoffen, Polymeren und Dichtungskontrollsystemen beauftragt. Wir möchten dies zum Anlass nehmen, an dieser Stelle den viele ehrenamtlichen Experten des Fachbeirats und seiner Arbeitsgruppen für ihren Einsatz und die Unterstützung zu danken. Darüber hinaus soll über aktuelle Arbeitsthemen und Entwicklungen im Fachbeirat berichtet werden. So wurde in einer Sondersitzung des Fachbeirats über die Entlassung aus der Nachsorgephase beim Einsatz von Geokunststoffprodukten in Böschungen diskutiert. Die Unterarbeitsgruppe Fremdüberwachung in der Produktion hat getagt. Darüber hinaus werden Änderungen in den Zulassungsrichtlinien für Kunststoffdichtungsbahnen, Kunststoff-Dränelemente und Geogitter kurz vorgestellt. T2 - 29. Karlsruhe Deponie- und Altlastenseminar CY - Karlsruhe, Germany DA - 16.10.2019 KW - Kunststoffdichtungsbahnen KW - Deponie KW - Geokunststoffe PY - 2019 SN - 978-3-939662-25-9 VL - 36 SP - 15 EP - 28 PB - ICP Eigenverlag Bauen und Umwelt CY - Karlsruhe AN - OPUS4-49321 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Horn, Wolfgang A1 - Hahn, Oliver A1 - Jann, Oliver T1 - Kunstgüter in Vitrinen: was helfen Materialuntersuchungen gemäß BEMMA-Schema? N2 - Moderne Vitrinen sollen gleichzeitig eine hohe Dichtigkeit und die Abwesenheit jeglicher Fremdstoffe in den Vitrinen gewährleisten. Diese Anforderungen sind zeitgleich kaum erfüllbar, da es emissionsfreie Materialien (vor allem Kleb- und Beschichtungsstoffe) nicht gibt. Um die potentiellen Emissionen zu minimieren wurde ein Messverfahren entwickelt, welches inzwischen als BEMMA-Schema (Bewertung von Emissionen aus Materialien für Museumsausstattungen) in die Museumswelt Einzug genommen hat. Die erfolgreiche Bewertung der für den Bau verwendeten Materialien gemäß BEMMA-Schema resultiert nicht in einer emissionsfreien Vitrine, sondern soll bei der Auswahl geeigneter Materialien zur Herstellung möglichst emissionsarmer Vitrinen helfen. Konkrete handwerkliche Durchführungen beim Bau, Dichtheits¬anforderungen, wie auch die Aufstellbedingungen (Umgebung der Vitrine) beeinflussen die Emissionscharakteristik der fertigen Vitrine in der Praxis. Eine saubere Vitrine hilft nichts in einer belasteten Umgebung oder auch bei emittierenden Exponaten. Inzwischen liegen Erfahrungen mit dem Schema seit 2012 vor. Der Messablauf sieht vor, dass von den Materialien kleine Muster mit der Mikrokammer (Markes) innerhalb von 2 Tagen untersucht werden. Dabei wird mit Silikagelkartuschen auf Ameisen- und Essigsäure, mit DNPH auf Aldehyde und Ketone und mit Tenax® sowohl auf VOC als auch für die spezifische Oxim-Analytik die Abluft der Mikrokammern untersucht. Die Bewertungskriterien basieren auf den Ergebnissen einer Vorstudie mit ca. 150 verschiedenen Produkten im Zeitraum 2010 bis 2012. T2 - 12. Fachkongress der Arbeitsgemeinschaft ökologischer Forschungsinstiute (AGÖF) CY - Hallstadt (Bamberg), Germany DA - 17.10.2019 KW - Museum KW - Emission KW - Bauprodukte KW - BEMMA KW - Vitrinen PY - 2019 SN - 978-3-930576-11-1 VL - 12. Fachkongress SP - 245 EP - 249 PB - Arbeitsgemeinschaft ökologischer Forschungsinstiute (AGÖF) e. V. CY - Springe-Eldagsen AN - OPUS4-49326 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gook, Sergej A1 - Üstündag, Ömer A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Vermeidung von Schweißimperfektionen im Überlappbereich bei laserstrahlhybridgeschweißten Rundnähten N2 - Die Laserstrahl-Hybrid-Schweißtechnologie erweist sich in der schweißtechnischen Fertigung immer mehr als innovative Alternative gegenüber anderen Schweißverfahren. Obwohl das Laserstrahl-Hybridschweißverfahren viele wirtschaftliche Vorteile gegenüber herkömmlichen Schweißverfahren aufweist, wie z.B. große Einschweißtiefe und dadurch eine reduzierte Anzahl von Schweißlagen, geringe thermische Belastung des Grundwerkstoffes aufgrund reduziertem Wärmeeintrag, konnte das Schweißverfahren überwiegend für das Schweißen von Längsnähten demonstriert werden. Eine Vielzahl von Schweißaufgaben, z.B. beim Schweißen von Segmenten von Windkraftanlagen oder dem Orbitalschweißen beim Verlegen von Großrohrleitungen sieht vor, dass die zu schweißenden Bauteile mit einer Rundnaht zusammengefügt werden. Die schweißtechnische Herausforderung ist hier, dass beim Schließen einer Rundnaht mit der Entstehung eines fehlerbehafteten Überlappbereiches zu rechnen ist. Ein zentrales Problem im Überlappbereich einer laserstrahl- sowie laserhybridgeschweißten Rundnaht ist die Bildung von Imperfektionen wie Poren, Rissen sowie die Bildung eines Endkraters, welcher als geometrische Kerbe wirkt. Bisher liegen keine universellen Lösungen zur fehlerfreien Ausführung von geschlossenen Rundnähten beim Laserstrahl-Hybridschweißen vor. Diese Studie befasst sich mit der Entwicklung eines Verfahrens, mit dem die Entstehung von o.g. Schweißimperfektionen vermieden wird. Die Strategie der Prozessführung beim Schließen der Rundnaht sieht hervor, dass ein fehlerfreier Überlappbereich durch die Kontrolle der Erstarrungsbedingungen am Schweißnahtende erreicht werden kann. Die kontrollierte Wärmeführung wird durch eine Anpassung der Parameter von beiden beteiligten Schweißprozessen, dem Laserstrahl- sowie MSG-Schweißprozess realisiert. Im Rahmen dieser Arbeit wurde eine Serie von Schweißversuchen an 9,5 mm dicken Rohabschnitten aus hochfestem Pipelinestahl X100Q mit Variation der Prozessparameter wie der Laserleistung, der Defokussierung des Laserstrahls sowie der Endkraterfüllzeit im Überlappbereich der Rundnaht durchgeführt. Nachfolgend werden die erzielten Ergebnisse dargestellt und diskutiert. T2 - DVS-Studentenkongress 2019 CY - Dusseldorf, Germany DA - 16.09.2019 KW - Laserstrahlschweißen KW - Laserhybridschweißen KW - Rundnaht KW - Endkrater KW - Überlappbereich KW - Defokussierung PY - 2019 SP - 370 EP - 378 AN - OPUS4-49242 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klimek, André A1 - Hothan, Sascha A1 - Rogge, Andreas T1 - Investigation of Size Effects in Concrete Spalling T1 - Untersuchung des Maßstabseffekts auf das Abplatzverhalten von Beton N2 - Spalling of concrete due to fire exposure can lead to severe damage of building components. It is a much discussed subject in structural engineering and not yet completely understood. Generally, it is assumed that thermohydraulic and thermomechanical processes induce tensile stresses in the concrete. Furthermore, the tensile strength of concrete is reduced due to increasing temperatures. The combination of an increasing tensile stress and a decreasing tensile strength result in the occurrence of explosive spalling. The spalling behaviour of concrete is influenced by many parameters, for instance the water cement ratio, porosity, permeability of concrete as well, the presence of steel reinforcement and polypropylene fibres, also the size and geometry of the fire exposed area. Within the current research project at Bundesanstalt für Materialforschung und prüfung (BAM), the susceptibility to spalling of six different concrete mixtures is analysed to quantify the size effect using small scale, intermediate scale and full scale tests. A special fire test setup was built to test specimens simultaneously to enable a better comparability. All specimens are tested without additional mechanical load and unrestraint to prevent external induced cracking at the fire exposed site. Thermocouples are used to measure in situ the temperature distribution as an indication on the thermal degradation of the concrete during the fire tests. Afterwards the maximum spalling depth and the damaged area of the specimen are illustrated by a photogrammetric measurement system. The contribution to the spalling workshop presents the results of four concrete mixtures tested in intermediate-scale and full-scale fire tests. The comparisons are based on the concrete temperature as well as the obtained photogrammetric data. The results show that the spalling depth and the spalling area are significantly affected by the size of the fire exposed area. T2 - 6th International Workshop on Concrete Spalling due to Fire Exposure CY - Sheffield, UK DA - 19.09.2019 KW - Concrete KW - Spalling KW - Fire Test KW - Photogrammetry KW - Size Effect PY - 2019 UR - https://firespallingworkshop2019.group.shef.ac.uk/wp-content/uploads/2019/09/Fire-Spalling-Workshop_Proceedings.pdf SN - 978-1-5272-4135-0 SP - 61 EP - 70 PB - The University of Sheffield CY - Sheffield AN - OPUS4-49254 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bäßler, Ralph A1 - Le, Quynh Hoa A1 - Yevtushenko, Oleksandra A1 - Bettge, Dirk T1 - Corrosion Aspects for Materials to be Used in CC(U)S Applications N2 - This contribution provides current findings regarding materials susceptibility for carbon capture, utilization and storage (CCUS) applications. Basing on results gathered in 2 German long-term projects (COORAL and CLUSTER) suitable materials are introduced as well as dominating impurities of the CO2-stream and corrosion mechanisms. Investigations cover the whole CCUS process chain and provide material recommendations for certain parts. T2 - 1st International Conference on Corrosion Protection and Application CY - Chongqing, China DA - 09.10.2019 KW - Carbon KW - Capture KW - Storage KW - Utilization KW - CCS KW - CCU KW - CO2 KW - Corrosion KW - Steel PY - 2019 SP - Paper 31 PB - Chinese Society for Corrosion and Protection CY - Chongqing/China AN - OPUS4-49301 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor A1 - Sturm, Patrick A1 - Greiser, Sebastian A1 - Jäger, Christian A1 - Brouwers, H.J.H. A1 - Kühne, Hans-Carsten T1 - Einkomponentige alkaliaktivierte Bindemittel und Mörtel mit hohem Widerstand gegen Schwefelsäureangriff N2 - Einkomponentige alkaliaktivierte Bindemittel (AAB), d. h. AAB, bei denen der Aktivator als Feststoff im Bindemittel vorliegt, weisen Vorteile hinsichtlich der praktischen Anwendung im Bauwesen gegenüber konventionellen AAB auf. Einkomponentige AAB lassen sich als Gemische aus reaktiver Silica und Natriumaluminat herstellen, wobei die Reaktionsprodukte von der eingesetzten Silica und den Verhältnissen Na2O/Al2O3/SiO2/H2O abhängen: Während Mikrosilica und ähnliche Reststoffe zu zeolithreichen Produkten führen, erhält man aus Reisschalenasche vollständig amorphe Gele (sog. «Geopolymere »). Mörtel auf Basis solcher Bindemittel entsprechen den Anforderungen von DIN 19573:2016-03 hinsichtlich des Widerstands gegen Schwefelsäureangriff (Prüfung bei pH = 1 für 70 d) und sind damit potentiell als Reparatursysteme für Abwasserinfrastruktur geeignet. Untersuchungen mittels 29Si-MAS-NMR und 1H-29Si-Kreuzpolarisations(CP)-MAS-NMR sowie REM-Aufnahmen von erhärteten und dem Schwefelsäureangriff ausgesetzten AAB zeigen, dass der hohe Säurewiderstand v. a. auf die Fällung von Silicagel an der Grenzfläche Mörtel/Säure zurückzuführen ist, wodurch der Korrosionsfortschritt in darunterliegenden Schichten verlangsamt wird. T2 - Tagung Bauchemie der GDCh-Fachgruppe Bauchemie CY - Aachen, Germany DA - 30.09.2019 KW - Alkaliaktivierte Bindemittel KW - Biogene Schwefelsäurekorrosion KW - Abwasserinfrastruktur KW - Reparatursysteme PY - 2019 SP - 107 EP - 113 PB - Gesellschaft Deutscher Chemiker CY - Frankfurt am Main AN - OPUS4-49264 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Artinov, Antoni A1 - Karkhin, V. A1 - Bakir, Nasim A1 - Meng, Xiangmeng A1 - Bachmann, Marcel A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Lamé curves approximation for the assessment of the 3-D temperature distribution in keyhole mode welding processes N2 - A novel approach for the reconstruction of an equivalent volumetric heat source from a known weld pool shape is proposed. It is based on previously obtained weld pool geometries from a steady-state thermo-fluid dynamics simulation. Hereby the weld pool dimensions are obtained under consideration of the most crucial physical phenomena, such as phase transformations, thermo-capillary convection, natural convection and temperature-dependent material properties. The algorithm provides a time and calibration efficient way for the reproduction of the weld pool shape by local Lamé curves. By adjusting their parameters, the identification of the finite elements located within the weld pool is enabled. The heat input due to the equivalent heat source is assured by replacing the detected nodes’ temperature by the melting temperature. The model offers variable parameters making it flexible and adaptable for a wide range of workpiece thicknesses and materials and allows for the investigation of transient thermal effects, e.g. the cooling stage of the workpiece. The calculation times remain acceptably short especially when compared to a fully coupled process simulation. The computational results are in good agreement with performed complete-penetration laser beam welding experiments. T2 - ICALEO 2019 - 38th International congress on applications of lasers & electro-optics CY - Orlando, FL, USA DA - 07.10.2019 KW - Weld pool shape approximation KW - Keyhole mode laser beam welding KW - Numerical simulation KW - Superelliptic Lamé curves PY - 2019 UR - http://icaleo.conferencespot.org/2019-proceedings?qr=1 SN - 978-1-940168-1-42 SP - Paper # Macro 1002 AN - OPUS4-49310 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Barthel, Maria A1 - Rübner, Katrin A1 - Kühne, Hans-Carsten T1 - Aktivierung von Papierasche zur Nutzung als Bindemittelkomponente N2 - In Deutschland fallen jährlich 20 Millionen Tonnen Altpapier an. 75 % davon werden dem Recyclingprozess zugeführt. Dabei bleiben Prozessrückstände wie Deinkingschlämme, Sortierrückstände und Faserreststoffe übrig. Zusammengefasst als Papierschlamm verwerten die Recycler diesen Reststoff thermisch in dezentralen Heizkraftwerken. Die dabei anfallende Papierasche hat mit den Anteilen der Hauptoxide von 59 M.-% CaO, 22 M.-% SiO2 und 13 M.-% Al2O3 eine ähnliche chemische Zusammensetzung wie Portlandzement, wobei sich die Mineralphasen unterscheiden. Durch eine Aktivierung der Papierasche können jedoch hydraulisch aktive Phasen wie Mayenit (C7A12) und Belit (C2S) erzeugt werden. Die Mineralphase Mayenit reagiert schnell mit Wasser zu Calciumaluminathydraten, wodurch der Bindemittelleim schnell ansteift. Die festigkeitsbildenden Calciumsilicathydrate (CSH) in Bindemittelleimen entstehen bei einer späteren Reaktion von Belit mit Wasser. Zur Aktivierung dient eine hydrothermale Calcinierung. Dabei wird Papierasche mit einer Aktivatorlösung (Wasser oder KOH) gemischt und bei 200 °C hydrothermal behandelt, wobei sich Hydratphasen ausbilden. Diese Zwischenprodukte dehydratisieren durch eine anschließende Calcinierung zu reaktiven Calciumsilicaten und Calciumaluminaten. Wie sich die Parameter des Aktivierungsprozesses auf die Mineralphasen auswirken, war Fokus der Untersuchungen. Mit thermogravimetrischen Analysen der Zwischenprodukte konnten die Reaktionsprodukte nach dem hydrothermalen Prozessschritt bestimmt werden. Den größten Einfluss auf den Mineralphasenbestand hat hierbei die Alkalität der Aktivatorlösung. Im zweiten Prozessschritt, der Calcinierung, ist die Temperatur der wesentliche Faktor für die Ausbildung reaktiver Phasen. Die Ergebnisse kalorimetrischer Untersuchungen an Leimen aus den calcinierten Proben dienten der Auswahl der optimalen Calcinierungstemperatur. Die gesamte Reaktionswärme war für die Proben, welche bei einer Calcinierungstemperatur zwischen 700-800 °C hergestellt wurden, am höchsten. T2 - GDCH-Tagung Bauchemie CY - Aachen, Germany DA - 30.09.2019 KW - Papierasche KW - Zement KW - Hydrothermale Calcinierung KW - Bindemittel PY - 2019 SN - 978-3-947197-13-2 VL - 54 SP - 16 EP - 24 CY - Aachen AN - OPUS4-49312 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Widjaja, Martinus Putra A1 - Alves, M. A1 - Mavrogordato, M. A1 - Joannes, S. A1 - Bunsell, A. A1 - Mair, Georg A1 - Thionnet, A. T1 - Effect of the Time Dependent Loading of Type IV Cylinders Using a Multiscale Model N2 - The Reduced Volume Method (RVM) has been used to evaluate the multiscale fibre break model developed at Mines ParisTech. It allows the model to be assigned only at certain part of the structures without necessarily compromising the final prediction. An attempt to model a simple unidirectional composite structure has also been carried out and gave a satisfying result. This paper deals with the application of the RVM to real scale type IV composite cylinders, where its stacking sequence was evaluated through micro-CT scans conducted with the collaboration of the University of Southampton. Two modelling geometries were evaluated and compared with the corresponding experimental results. T2 - 8th International Conference on Hydrogen Safety (ICHS) CY - Adelaide, Australia DA - 24.09.2019 KW - Fibre break KW - Multiscale modelling KW - Type IV pressure vessel KW - Time dependent loading PY - 2019 SP - ID131 AN - OPUS4-49273 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Biegler, M. A1 - Khazan, P. A1 - Gazen, M. A1 - Rethmeier, Michael T1 - Improvement of numerical simulation model setup and calculation time in additive manufacturing-laser-metal-deposition components with an advanced modelling strategy N2 - Rapid localized heating and cooling during additive manufacturing using laser deposition method (LMD) lead to loss of dimensional accuracy as well as cracking of built parts. Finite-Element welding simulations allow prediction of geometrical deviations and accumulated residual stresses as well as their optimization before conducting experiments. Due to the great length of stacked welds, calculation times for fully transient thermomechanical simulations are currently long, the calculation stability suffers from the high number of contact bodies in the model and the modelling effort is high, as the geometries need to be sliced and positioned layer-wise. In this contribution, an integrated modelling approach is demonstrated for a thin-walled LMD component made from 30 layers of 1.4404 (316L) stainless steel: Instead of the layer-by-layer modelling strategy commonly found in the literature, the whole component mesh is kept in one piece and the fully transient, layer-by-layer material deposition is implemented via element sets. In contrast to prior simulations, nonlinear contact between the layers does not have to be considered, significantly decreasing calculation times. The calculated distortions are compared to recently published, in-situ digital image correlation (DIC) measurements as well as numerical simulations conducted with the established layer-wise modelling strategy to judge result quality. Finally, the improvement in calculation time and ease-of-use is compared between both modelling approaches and conclusions regarding future usage for industrial-scale components are drawn. T2 - 12th International Seminar ‘Numerical Analysis of Weldability' CY - Graz, Austria DA - 23.09.2018 KW - Additive Manufacturing KW - Laser Metal Deposition KW - Distortion simulation KW - Calculation time KW - Directed energy deposition KW - Efficient modelling PY - 2019 SN - 978-3-85125-615-4 SN - 978-3-85125-616-1 DO - https://doi.org/10.3217/978-3-85125-615-4-52 SN - 2410-0544 VL - 2019 SP - 979 EP - 1003 PB - Verlag der Technischen Universität Graz CY - Graz AN - OPUS4-49274 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hemmleb, M. A1 - Bettge, Dirk ED - Petzow, G. T1 - In-situ Messung der 3D-Topografie von Bruchflächen im REM N2 - Die Abbildung von Bruchflächen im Rasterelektronenmikroskop (REM) liefert hochaufgelöste Bilddaten, die für die mikrofraktografische Bewertung von Bruchmechanismen unerlässlich sind. Die Ermittlung von Bruchmechanismen ist oft ein wichtiger Teil von Schadensanalysen zur Ermittlung der Bruchursache. Durch den Abbildungsprozess im REM gehen räumliche Informationen im Normalfall größtenteils verloren und können daher nicht zur Präzisierung des Bruchmechanismus herangezogen werden. Um räumliche Informationen von Probenoberflächen im REM zu erfassen, gibt es verschiedene Methoden. Die für die Ermittlung der 3D-Topografie bereits länger eingeführten Verfahren mittels Proben- oder Strahlkippung können die Berechnung des Oberflächenmodells erst nach der seriellen Aufnahme mehrerer Bilder vornehmen. Mit der Verwendung eines segmentierten Rückstreudetektors ist dagegen die Erzeugung eines 3D-Oberflächenmodells während der Bildaufnahme praktisch in Echtzeit möglich. Die Probentopografie wird gleichzeitig mit dem Bildeinzug dargestellt und gespeichert. T2 - Metallographietagung 2019 CY - Dresden, Germany DA - 18.09.2019 KW - Fraktografie KW - Schadensanalyse KW - Topografie KW - 3D KW - REM PY - 2019 SN - 978-3-88355-417-4 VL - 2019/53 SP - 175 EP - 180 PB - DGM AN - OPUS4-49332 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Artinov, Antoni A1 - Karkhin, V. A1 - Bachmann, Marcel A1 - Rethmeier, Michael T1 - Mathematical modeling of the geometrical differences between the weld end crater and the steady-state weld pool N2 - The geometrical characteristics of the weld end crater are commonly used for the validation of numerical results in welding simulation. A semi-analytical model calculating the cooling stage of the welding process after the moving energy source is turned off has been developed. A solution for various combinations of heat sources and workpieces has been found. The theoretical limits for the heat transfer of the absorbed energy during cooling in a thin plate and a semi-infinite body were studied. It is shown that after turning off the energy source, an additional melting of the base material in longitudinal direction may occur. The developed technique is applied to complete-penetration keyhole laser beam welding of a 2 mm thick austenitic chromium-nickel 316L steel plate at a welding speed of 20 mm/s and a laser power of 2.3 kW. The results show a theoretical increase of the weld end crater length in comparison to the length of the steady-state weld pool of up to 19 %. A shift of the centre of the end crater, in which the solidification of the liquid metal ends, towards the tail of the end crater relative to the axis of the heat source at the time of its termination, was computed. The speed and the direction of crystallization of the molten material in the weld pool and the end crater were found to be different. A good agreement between the computational results and the welding experiments was achieved. T2 - ICALEO 2019 - The International Congress on Applications of Lasers & Electro-Optics (Proceedings) CY - Orlando, FL USA DA - 07.10.2019 KW - Keyhole mode welding KW - Weld pool shape KW - End-crater KW - Heat conduction PY - 2019 UR - http://icaleo.conferencespot.org/2019-proceedings?qr=1 SN - 978-1-940168-1-42 SP - 1 EP - 8 AN - OPUS4-49344 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gnutzmann, Tanja A1 - Hahn, S.-K. T1 - Charakterisierung von Entstehungsbränden N2 - Im Rahmen des BMBF geförderten Verbundprojekts „TEBRAS – Konzepte und Techniken zur Branderkennung, Bekämpfung und Selbstrettung in der frühesten Brandphase“ arbeiten sechs Partner aus der Wissenschaft und der Industrie gemeinsam an Lösungen zur schnelleren Branddetektion und Bekämpfung. Ausgehend von Brandschadenstatistiken werden zunächst häufige Brandentstehungsszenarien, Brandursachen und die beteiligten Objekte und Materialien identifiziert. Auf dieser Basis wird ein Testszenario entwickelt, das es erlaubt, einen repräsentativen Entstehungsbrand unter definierten Testbedingungen zu untersuchen. Typische Brandkenngrößen werden anhand der ausgewählten Referenzszenarios des Schwelbrands einer Mischbrandkrippe vorgestellt. Der Fokus liegt dabei auf den freigesetzten Brandgasen. T2 - vfdb Jahresfachtagung 2019 CY - Ulm, Germany DA - 27.5.2019 KW - Detektion KW - Frühe Brandphase PY - 2019 SN - 978-3-936050-31-8 VL - 2019 SP - 184 EP - 200 PB - VdS Schadenverhütung CY - Köln AN - OPUS4-48662 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Simon, Franz-Georg T1 - Abfallverbrennung in der Zukunft, Wertstoffrückgewinnung N2 - Aktuell werden in Deutschland in rund 100 thermischen Abfallbehandlungsanlagen (davon 66 Hausmüllverbrennungsanlagen) rund 20 Millionen Tonnen brennbare Abfälle verbrannt. Mit rund 5 Millionen Tonnen pro Jahr bildet die Rostasche die mengenmäßig größte Rückstandsfraktion. Nach einer Lagerung von einigen Wochen erfüllt die Rostasche im Regelfall die Anforderungen für die Deponieklasse 1. Allerdings wird der Großteil der Rostasche nicht deponiert, sondern aufbereitet und verwertet. Zur Aufbereitung kommen verschieden Verfahren zum Einsatz. Für die Abtrennung der Eisen- und NE-Metalle werden magnetische Verfahren und die Wirbelstromtechnik eingesetzt. Für die mineralischen Fraktion gibt es eine Vielzahl von Sortier- und Klassierungsverfahren, Waschverfahren und weitergehende thermische Verfahren. T2 - Jahrestreffen der Fachgruppen Abfallbehandlung und Wertstoffrückgewinnung sowie Rohstoffe CY - Frankfurt/M., Germany DA - 18.03.2019 KW - Abfallverbrennung KW - Rostasche PY - 2019 SP - 16 EP - 16 AN - OPUS4-48539 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Cassube, Florian A1 - Simon, Franz-Georg T1 - Metallrückgewinnung aus Hausmüllverbrennungsaschen N2 - Angesichts stetig steigender Rohstoffnachfrage und sich verknappenden Ressourcen rücken Sekundärrohstoffe zur Deckung des Bedarfes immer stärker in den Fokus. Besonders Hausmüllverbrennungsaschen (HMVA) verfügen über hohe Anteile an Metallen wie Aluminium, Kupfer, oder Eisen, aber auch Spuren von Silber und Gold. Aus diesem Grund wurde bereits in einer Vielzahl von Arbeiten und Projekte die Behandlung von Rostaschen diskutiert. Hauptaugenmerk der Betrachtungen ist die Rückgewinnung von Wertstoffen, insbesondere der Metallfraktion, sowie die Aufbereitung der Rostasche als Ersatzbaustoff. Die bisherigen Betrachtungen konzentrierten sich auf die Fraktionen der Partikel größer 2 mm. Die Feinfraktion kleiner 2 mm wurde bislang meist deponiert. Da die Feinfraktion etwa 25 M% der HMVA ausmacht, wurde für weitere Untersuchungen zum Zweck einer besseren Verwertung das Projekt „BASH-TREAT“ im Programm ERA-MIN 2 initiiert. T2 - Jahrestreffen der Fachgruppen Abfallbehandlung und Wertstoffrückgewinnung sowie Rohstoffe CY - Frankfurt/M., Germany DA - 18.03.2019 KW - Nassaufbereitung KW - Rostasche PY - 2019 SP - 23 EP - 23 AN - OPUS4-48540 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jaenisch, Gerd-Rüdiger A1 - Wieder, Frank A1 - Vogel, Justus A1 - Ewert, Uwe A1 - Bellon, Carsten A1 - Messerschmid, Magdalena ED - Xu, C. T1 - Scatter imaging – Simulation of aperture focusing by deconvolution N2 - X-ray scatter imaging is a well-established NDT technique to inspect complex objects using only a single-sided access. We present a specially designed multi-slit scatter camera consisting of several twisted slits which are parallelly arranged in a metal block. The camera projects one image per slit to the digital detector array, where the images are overlaying each other. The aperture is corrected based on a de-convolution algorithm to focus the overlaying projections into a single representation of the object. To achieve high scatter intensities from an object, it is necessary to optimize the parameters of the scatter system by simulation. T2 - IEEE Far East NDT New Technology & Application Forum CY - Xi'an, China DA - 22.06.2017 KW - Scatter imaging KW - Computer simulation KW - Aperture focusing KW - Deconvolution PY - 2018 SN - 978-1-5386-1615-4 DO - https://doi.org/10.1109/FENDT.2017.8584606 SP - 301 EP - 306 PB - IEEE CY - Piscataway, NJ AN - OPUS4-48395 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bhuyan, Md Delwar Hossain A1 - Döhler, M. A1 - Lecieux, Y. A1 - Lupi, C. A1 - Thomas, J. A1 - Schoefs, F. A1 - Hille, Falk A1 - Mevel, L. T1 - Statistical Subspace-based Damage Localization on Saint-Nazaire Bridge Mock-Up N2 - The subject of damage localization is an important issue for Structural Health Monitoring (SHM) particularly in mechanical or civil structures under ambient excitation. In this paper, the statistical subspacebased damage localization method has been applied on a benchmark application, namely a 1/200 scale model of the Saint-Nazaire Bridge, which is a cable-stayed bridge located on the Loire River near the river’s mouth. The employed damage localization method combines data-driven features with physical parameter information from a finite element model in statistical tests, avoiding typical ill-conditioning problems of FE model updating. Damage is introduced in the mockup for cable failures on some of the 72 cables. The purpose of the experiment is to assess the capability of damage assessment methods to find a cable failure. T2 - International Operational Modal Analysis Conference CY - Copenhagen, Danmark DA - 13.05.2019 KW - Structural health monitoring KW - Damage localization KW - Cable-stayed bridge KW - Cable failure PY - 2019 SP - 1 EP - 9 AN - OPUS4-48243 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Theiler, Géraldine A1 - Gradt, Thomas T1 - High performance polymer materials for tribological applications in hydrogen and methane N2 - The development of hydrogen technologies is a key strategy to reduce greenhouse gas emission worldwide. Power-to-Gas is a challenging solution, in which hydrogen and methane can be used in mobility, industry, heat supply and electricity generation applications. This presentation deals with the tribological behaviour of polymer materials in hydrogen and methane, both in gas and in liquefied form. T2 - ECOTRIB 2019, MaTri'19 CY - Vienna, Austria DA - 12.06.2019 KW - Slidng wear KW - Polymer materials KW - Hydrogen KW - Methane PY - 2019 SN - 978-3-901657-60-3 SP - 228 EP - 229 AN - OPUS4-48253 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Dittmann, Daniel A1 - Ruhl, A. S. A1 - Jekel, M. A1 - Braun, Ulrike T1 - Spurenstoffadsorption an Aktivkohle – Untersuchungen mit Analysen oberhalb des Siedepunktes N2 - In diesem Beitrag wird gezeigt wie mit Thermogravimetrischen Analysen (TGA) Aktivkohleoberflächen charakterisiert werden können. Außerdem wie TGA mit Zersetzungsgasanalyse zur Untersuchung von Adsorbat-Systemen (Carbamazepin an drei verschiedenen Aktivkohlen) zur Aufklärung von Adsorptionszuständen genutzt werden kann. T2 - Wasser 2019 CY - Erfurt, Germany DA - 27.05.2019 KW - Aktivkohle KW - Adsorption KW - Carbamazepin KW - Thermogravimetrie PY - 2019 SN - 978-3-947197-11-8 SP - 98 EP - 102 AN - OPUS4-48258 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schirdewahn, S. A1 - Spranger, Felix A1 - Hilgenberg, Kai A1 - Merklein, M. ED - M., Oldenburg ED - J., Hardell ED - D., Caellas T1 - Tribological performance of localized dispersed X38CrMoV5-3 surfaces for hot stamping of Al-Si coated 22MnB5 sheets N2 - Over the last years, the weight of modern car bodies has risen significantly due to the increasing customers’ demand for comfort and safety equipment. However, this ongoing trend leads to an increasing fuel consumption and thus to higher carbon dioxide emissions. In order to counteract these problems, hot stamping has been established in the automotive industry as a key technolo-gy for lightweight construction, regarding the manufacturing of safety-relevant car body compo-nents. Hot stamped parts are commonly made out of boron-manganese steel 22MnB5, which is initially austenized and subsequently formed and quenched in one process step. As a result, geo-metrical complex structures with an ultimate tensile strength of 1500 MPa are generated. The surfaces of the workpieces are coated with an Al-Si layer to avoid oxide scale formation and to ensure corrosion protection. However, the coating system leads to an increased adhesive wear on the tool surface due to the high thermo-mechanical tool stresses. Therefore, a time and cost con-suming rework of the hot stamping tools is required. The aim of this study is to increase the tribological performance of hot stamping tools by using a laser implantation process. This tech-nique allows the ma-nufacturing of separated, elevated and dome-shaped microstructures on the tool surface in consequence of a localized dispersing of hard ceramic particles by pulsed laser radiation. The generated surface features offer great potential for reducing the tribological load, due to their high hardness and wear resistance. For this purpose, the friction coefficient of un-modified and laser implanted tool surfaces were examined and compared by using a modified pin-on-disk test. In addition, the surfaces were analyzed by optical measurements in order to quantify the amount of wear. T2 - 7th International Conference on Hot Sheet Metal Forming of High-Performance Steel CHS2-2019 CY - Lulea, Sweden DA - 02.06.2019 KW - Laser implantation KW - Surface texturing KW - X38CrMoV5-3 KW - TiB2 KW - Hot-Stamping PY - 2019 VL - 2019 SP - 357 EP - 364 AN - OPUS4-48285 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Palkowski, Carsten A1 - Simo, Anne T1 - Quick Seasonal Performance Testing for Heat Pumps N2 - To determine the seasonal performance of heat pumps for energy labelling this study proposes a two-point-method that could conceivably be an alternative to the European standard EN 14825 and similar test standards such as ISO 13256. Heat pumps were tested in line with the EN 14825. The reduction of measurement points, from between five to seven (EN 14825) to only two (two-point-method), leads to 60 % savings in cost and time. It is shown that the shortened method can be used to determine the seasonal energy efficiency of heat pumps with the same degree of precision compared to EN 14825. T2 - ECEEE Summer Study 2019 CY - Hyerès, France DA - 03.06.2019 KW - Heat pump KW - Energy label KW - Testing KW - Coefficient of performance KW - Screening PY - 2019 SP - 1547 EP - 1552 AN - OPUS4-48275 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jaunich, Matthias A1 - Grelle, Tobias A1 - Kömmling, Anja A1 - Wolff, Dietmar A1 - Völzke, Holger ED - Stuke, M. T1 - Long-term evaluation of sealing systems for radioactive waste packages N2 - The investigation of the long-term performance of sealing systems employed in containers for radioactive waste and spent nuclear fuel is one research focus area for division 3.4 “Safety of Storage Containers” at the Bundesanstalt für Materialforschung und -prüfung (BAM). Our investigations comprise investigations on metallic and elastomeric seals and covers experimental investigations to get a database on the component/material behaviour, work on analytical descriptions and numerical analysis. Our aim is to understand the long-term behaviour of the sealing systems for evaluation of their performance during possible extended interim storage and subsequent transportation. T2 - 3rd Workshop on Safety of Extended Dry Storage of Spent Nuclear Fuel CY - Garching, Germany DA - 05.06.2019 KW - Seal performance KW - Rubber seal KW - Metallic seal KW - Ageing PY - 2019 SP - 57 EP - 62 AN - OPUS4-48225 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bhuyan, Md Delwar Hossain A1 - Le Touz, N. A1 - Gautier, G. A1 - Döhler, M. A1 - Hille, Falk A1 - Dumoulin, J. A1 - Mevel, L. T1 - Load vector based damage localization with rejection of the temperature effect N2 - The Stochastic Dynamic Damage Locating Vector (SDDLV) approach is a vibration-based damage localization method based on both a finite element model of a structure and modal parameters estimated from output-only measurements in the damage and reference states. A statistical version of the Approach takes into account the inherent uncertainty due to noisy measurement data. In this paper, the effect of temperature fluctuations on the performance of the method is analyzed in a model-based approach using a finite element model with temperature dependent parameters. Robust damage localization is carried out by rejecting the temperature influence on the identified modal parameters in the damaged state. The algorithm is illustrated on a simulated structure. T2 - 8. International Operational Modal Analysis Conference CY - Kopenhagen, Denmark DA - 12. Mai 2019 KW - SDDLV KW - Load vector KW - Temperature rejection KW - Statistical evaluation PY - 2019 SP - 1 EP - 10 AN - OPUS4-48182 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bhuyan, Md Delwar Hossain A1 - Döhler, M. A1 - Lecieux, Y. A1 - Lupi, C. A1 - Thomas, J.-C. A1 - Schoefs, F. A1 - Hille, Falk A1 - Mevel, L. T1 - Statistical subspace based damage localization on Saint-Nazaire bridge mock-up N2 - The subject of damage localization is an important issue for Structural Health Monitoring (SHM) particularly in mechanical or civil structures under ambient excitation. In this paper, the statistical subspacebased damage localization method has been applied on a benchmark application, namely a 1/200 scale model of the Saint-Nazaire Bridge, which is a cable-stayed bridge located on the Loire River near the river’s mouth. The employed damage localization method combines data-driven features with physical parameter information from a finite element model in statistical tests, avoiding typical ill-conditioning problems of FE model updating. Damage is introduced in the mockup for cable failures on some of the 72 cables. The purpose of the experiment is to assess the capability of damage assessment methods to find a cable failure. T2 - 8. International Operational Modal Analysis Conference CY - Kopenhagen, Denmark DA - 12. Mai 2019 KW - Damage localization KW - Cable-stayed bridge KW - Cable failure KW - Structural health monitoring PY - 2019 SP - 1 EP - 9 AN - OPUS4-48183 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geburtig, Anja T1 - Possibilities on prediction of plastic’s fragmentation time - Digital twins for decomposing-time predictions N2 - Depending on the specific plastic’s ageing sensitivities, the durations which plastic components remain in the environment can be very long. As, in the past, the advantages in ageing resistance and durability were highly evaluated, we now face the problem of quite stable plastic waste within the environment. However, there is only little knowledge on the real timescales until macroscopic fragmentation for the different kinds of plastic under various environmental conditions. Here, weathering methods are presented, which have been used for the failure prediction in specific outdoor conditions. Issues of uncertainty, reproducibility, or validation are discussed. For the prediction of the plastic’s fragmentation, much longer time scales have to be considered. To do this within a limited project life span, various processes as well as their acceleration potential have to be evaluated separately, such as temperature increase or spectral shift. The possibilities and limitations of such controlled acceleration will be discussed. T2 - 29th IAPRI Symposium on Packaging CY - Twente, Enschede, The Netherland DA - 11.06.2019 KW - Digital twin KW - Plastic KW - Ageing KW - Environment KW - Fragmentation PY - 2019 SN - 978-90365-4731-4 SP - 630 EP - 631 PB - University of Twente CY - Twente, Enschede, The Netherlands AN - OPUS4-48238 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Viefhues, Eva A1 - Döhler, M. A1 - Zhang, Q. A1 - Hille, Falk A1 - Mevel, L. T1 - Subspace-based Damage Detection with Rejection of the Temperature Effect and Uncertainty in the Reference N2 - Temperature variation can be a nuisance that perturbs vibration based structural health monitoring (SHM) approaches for civil engineering structures. In this paper, temperature affected vibration data is evaluated within a stochastic damage detection framework, which relies on a null space based residual. Besides two existing temperature rejection approaches – building a reference state from an averaging method or a piecewise method – a new approach is proposed, using model interpolation. In this approach, a general reference model is obtained from data in the reference state at several known reference temperatures. Then, for a particular tested temperature, a local reference model is derived from the general reference model. Thus, a well fitting reference null space for the formulation of a residual is available when new data is tested for damage detection at an arbitrary temperature. Particular attention is paid to the computation of the residual covariance, taking into account the uncertainty related to the null space matrix estimate. This improves the test performance, contrary to prior methods, for local and global damages, resulting in a higher probability of detection (PoD) for the new interpolation approach compared to previous approaches. T2 - International Operational Modal Analysis Conference CY - Copenhagen, Danmark DA - 13.05.2019 KW - Uncertainty KW - Statistical method KW - Subspace-based method KW - Temperature rejection KW - Model interpolation PY - 2019 SP - 1 EP - 11 AN - OPUS4-48240 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bhuyan, Md Delwar Hossain A1 - Le Touz, N. A1 - Gautier, G. A1 - Döhler, M. A1 - Hille, Falk A1 - Dumoulin, J. A1 - Mevel, L. T1 - Load Vector Based Damage Localization with Rejection of the Temperature Effect N2 - The Stochastic Dynamic Damage Locating Vector (SDDLV) approach is a vibration-based damage localization method based on both a finite element model of a structure and modal parameters estimated from output-only measurements in the damage and reference states. A statistical version of the Approach takes into account the inherent uncertainty due to noisy measurement data. In this paper, the effect of temperature fluctuations on the performance of the method is analyzed in a model-based approach using a finite element model with temperature dependent parameters. Robust damage localization is carried out by rejecting the temperature influence on the identified modal parameters in the damaged state. The algorithm is illustrated on a simulated structure. T2 - International Operational Modal Analysis Conference CY - Copenhagen, Danmark DA - 13.05.2019 KW - Statistical evaluation KW - Damage localization KW - SDDLV KW - Load vector KW - Temperature rejection PY - 2019 SP - 1 EP - 10 AN - OPUS4-48241 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kling e Silva, Lucas A1 - Sonntag, Nadja A1 - Skrotzki, Birgit T1 - CARACTERIZAÇÃO MAGNÉTICA PRÉ E PÓS DEFORMAÇÃO DE AÇOS DE CONSTRUÇÃO NÃO LIGADOS ATRAVÉS DA TÉCNICA BITTER (FERROFLUIDO) T1 - Magnetic characterization before and after deformation of non-alloyed contruction steels using bitter technic N2 - The plastic deformation results in irreversible microstructure changes in the steel, which can be considered as the initial stage of the fracture process. However, detecting, monitoring and evaluating, damage states and small defects non-destructively in advance still proves challenging. Dubov reported the phenomenon of the spontaneous emergence of weak magnetic fields in ferritic structural steel and pipelines, which originate due to heterogeneous mechanical and / or thermal stresses. This observation is not associated with induced phase transformations by deformation and appears to be a promising tool for the prior characterization of damage in ferromagnetic steels. To provide a better understanding of the physical bases of the process, the magnetic microstructure of such materials and a change of magnetic domains after undergoing plastic deformation were studied. A colloidal solution with paramagnetic particles in the nanometer range (ferrofluid), which allowed, through the Bitter technique, not only to observe a change in size of the magnetic domains of the material, but also changes in their morphology. Ferritic steels with their concentrations of carbon in its composition (0.12%; 0.17% and 0.45%) were studied in this work. T2 - 15° ENEMET - ABM Week 2015 CY - Rio de Janeiro, Brazil DA - 17.08.2015 KW - Magnetic Domains KW - Bitter Technique KW - Steels KW - Ferrofluid PY - 2015 DO - https://doi.org/10.5151/1516-392X-26931 SN - 2594-4711 VL - 15 IS - 15 SP - 2942 EP - 2950 PB - Blucher Preceedings CY - Rio de Janeiro, Brazil AN - OPUS4-48875 LA - mul AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kling e Silva, Lucas A1 - Pereira, Gabriela Ribeiro A1 - Jardim, Paula Mendes A1 - Sonntag, Nadja A1 - Skrotzki, Birgit T1 - CARACTERIZAÇÃO MAGNÉTICA DOS EFEITOS DE DEFORMAÇÃO EM AÇOS ESTRUTURAIS ATRAVÉS DA TÉCNICA BITTER MODIFICADA N2 - The plastic deformation results in irreversible microstructure changes in the steel, which can be considered as the initial stage of the fracture process. However, detecting, monitoring and evaluating, damage states and small defects non-destructively in advance still proves challenging. It was reported in literature the phenomenon of the spontaneous emergence of weak magnetic fields in structural steels and pipelines, which originates due to heterogeneous mechanical and / or thermal stresses. This observation is not associated with induced phase transformations by deformation and appears to be a promising tool for the prior characterization of damage in ferromagnetic steels. To provide a better understanding of the physical bases of the process, the magnetic microstructure of such materials and the change of magnetic domains after undergoing plastic deformation were studied. For this purpose, a colloidal solution with paramagnetic particles in the nanometer scale (ferrofluid) was used, through the Bitter technique, in order to, not only observe a change in size of the magnetic domains of the material, but also changes in their morphology. Ferritic steels with different carbon contents (0.08%; 0.22% and 0.45%) were studied in this work. T2 - ABM Week 2017 CY - Sao Paulo, Brazil DA - 02.10.2017 KW - Magnetic domains KW - Steels KW - Ferrofluid KW - Plastic deformation PY - 2017 DO - https://doi.org/10.5151/1516-392X-30810 SN - 2594-5327 VL - 72 IS - 1 SP - 3003 EP - 3013 PB - Blucher Preceeding CY - Brasilien AN - OPUS4-48876 LA - por AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Al-Neshawy, F. A1 - Ferreira, M. A1 - Bohner, E. A1 - Ojala, T. A1 - Sjöblom, V. A1 - Niederleithinger, Ernst A1 - Effner, Ute A1 - Puttonen, J. T1 - Design, Construction and NDT of a Mock-up for Reinforced Concrete Walls in NPP N2 - Construction methods, environmental stressors, and aging factors are the main causes for defects of reinforced concrete in nuclear power plants (NPP). These defects are typically occurred as corrosion of reinforcement steel, delamination, cracks, malfunction of post-tensioning or steel composite systems etc. Some of the challenges for assessing the performance of these structures by nondestructive testing methods (NDT) are that the assessment could be performed only during the annual overhauls when testing is time-limited and uncertainty of the accuracy and reliability of the available NDT testing devices combined with the lack of the international uniformity of the methods used for NDT tests. To overcome these challenges, a mock-up wall representing a section of the concrete containment of the NPP was built. The mock-up wall included simulated defects, which mimic the most common types of defects in NPP concrete structures such as dimensional errors, honeycombing, delamination, defects adjacent to the steel liner and voids in grouted tendon ducts for the post-tensioned structures. This paper introduces the design and construction of the wall including the concrete properties, reinforcement, tendon ducts and the types of the simulated defects. The paper also introduces the NDT methods and techniques that are suitable for assessing the condition of the mock-up wall under the real environmental conditions. These techniques include mechanical methods as rebound hammer, ultrasonic and electromagnetic methods. This mock-up wall will enable to investigate reliably available NDT methods and experts’ skills providing also an important and very much need educational platform for future NDE experts. T2 - SMIRT-25 CY - Charlotte, NC, USA DA - 04.08.2019 KW - NDE KW - Defects KW - Thick-walled KW - Concrete KW - Deterioration KW - Steel liner PY - 2019 SP - 1 EP - 12 AN - OPUS4-48965 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Üstündag, Ö. A1 - Gook, S. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Investigation of the mechanical properties of single-pass hybrid laser-arc welded thick X120 pipeline steel plates N2 - With global increases in clean energy demand, the natural gas is gaining in importance. Pipelines are the safest and most cost-effective way of transporting natural gas. Due to high transport volume and resulting high operation pressure, the demand for ultra-high strength steel grades such as X120 is very strong. As a result of the fact that these steels are produced by thermo-mechanical controlled processing, the welding process must be selected accordingly. Based on investigations, a high heat input such as by submerged arc welding process leads to softening in the weld metal and loss of strength whereas pure laser beam welding results in high cooling rates and deteriorate toughness of the weld metal. The objective of this research is to investigate the influence of heat input to mechanical properties of hybrid laser-arc welded pipeline steels of grade X120. Test specimens with a thickness of 20 mm could be welded without preheating in a single-pass with different welding velocities to observe the largest possible parameter window of the heat input. The achieved V-notch impact energy for hybrid laser-arc welded samples was 144±37 J at a testing temperature of -40 °C. With a tensile strength of 930±4 MPa the requirements of API 5L was achieved. To prevent gravity drop-outs at the slow welding speeds, an electromagnetic weld pool support system was used, which works contactless and is based on generating Lorentz forces. It was therefore possible to control the cooling rate in order to meet the requirements of the mechanical properties. By adapting the electromagnetic weld pool support to the laser and laser hybrid welding process, the application potential of these technologies for industrial implementation can be drastically increased. T2 - 14th Pipeline Technology Conference CY - Berlin, Germany DA - 18.03.2019 KW - Mechanical properties KW - Hybrid laser arc welding KW - Pipeline steel X120 PY - 2019 UR - https://www.pipeline-conference.com/conferences/14th-pipeline-technology-conference-2019 SN - 2510-6716 SP - 1 EP - 10 AN - OPUS4-48970 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Üstündag, Ö. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Single-pass Hybrid Laser Arc Welding of Thick Materials Using Electromagnetic Weld Pool Support N2 - Hybrid laser-arc welding process allows single-pass welding of thick materials, provides good quality formation of joints with minimal thermal deformations and a high productivity in comparison with arc-based welding processes. Nevertheless, thick-walled steels with a thickness of 20 mm or more are still multi-pass welded using arc welding processes, due to increased process instability by increasing laser power. One limitation factor is the inadmissible formation of gravity drop-outs at the root. To prevent this, an innovative concept of electromagnetic weld pool support is used in this study. With help of such system a stable welding process can be established for 25 mm thick steel plates and beyond. Sound welds could be obtained which are tolerant to gaps and misalignment of the welded parts. The adaptation of this system to laser and hybrid laser-arc welding process can dramatically increase the potential field of application of these technologies for real industrial implementation. T2 - Lasers in Manufacturing Conference 2019 CY - Munich, Germany DA - 24.06.2019 KW - Full Penetration KW - Hybrid Laser Arc Welding KW - Electromagnetic Weld Pool Support KW - Thick Materials PY - 2019 SP - 1 EP - 8 PB - WLT Wissenschaftliche Gesellschaft Lasertechnik e.V. AN - OPUS4-48971 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaupp, Thomas A1 - Kannengießer, Thomas T1 - Legierungskonzept höherfester Schweißverbindungen und deren Kaltrissverhalten N2 - Höherfeste Feinkornbaustähle mit Streckgrenzen ≥ 690 MPa neigen bei der schweißtechnischen Fertigung zur Bildung von wasserstoffunterstützten Kaltrissen. Diese Mikrorisse entstehen aus der kritischen Interaktion von lokalem risskritischem Gefüge, lokal erhöhter Wasserstoffkonzentration und lokal erhöhter Beanspruchung bzw. Dehnung. Aktuell gültigen Regelwerken zur schweißtechnischen Verarbeitung höherfester Feinkornbaustähle sind Anweisungen zu entnehmen, um das Risiko einer Kaltrissbildung zu minimieren. Die Weiterentwicklung der Werkstoffe (Legierungskonzepte) und neuer Lichtbogenprozesse zur Verringerung der Nahtöffnungswinkel bei gleichzeitiger Erhöhung der Abschmelzleistung (modifizierter Sprühlichtbogen) brachten jedoch auch neue Fragen hinsichtlich der Wasserstoffmenge in der Schweißverbindung nach dem Schweißen und der Kaltrissempfindlichkeit mit sich. Mikrolegierungselemente (V, Nb und Ti) bedingen bspw. eine verlangsamte Wasserstoffdiffusion. Schweißverbindungen unter reduziertem Nahtöffnungswinkel beinhalten höhere Wasserstoffkonzentrationen. Dieser Beitrag zeigt den Einfluss von Einbrandprofil (höhere Abschmelzleistung) auf die Kaltrissempfindlichkeit an einem höherfesten Feinkornbaustahl mit artähnlichem mikrolegierten Schweißzusatzwerkstoff anhand des fremdbeanspruchten Implant-Tests. T2 - DVS Congress 2019 - Große Schweißtechnische Tagung CY - Rostock, Germany DA - 16.09.2019 KW - Höherfester Feinkornbaustahl KW - Kaltrisse KW - Wasserstoff KW - Implant-Test PY - 2019 SN - 978-3-96144-066-5 VL - 355 SP - 327 EP - 332 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-49007 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weber, Mike A1 - Ballheimer, Viktor A1 - Wille, Frank A1 - Zencker, Uwe T1 - Numerical approach to determine a package dependent bar length for the iaea pin drop test N2 - The Federal Institute for Materials Research and Testing (BAM) is assessing the mechanical and thermal safety performance of packages for the transport of radioactive materials. Drop testing and numerical calculations are usually part of the safety case concepts, where BAM is performing the regulatory tests at their own test facility site. Among other mechanical tests the 1 meter drop onto a steel puncture bar shall be considered for accident safe packages. According to the IAEA regulations “the bar shall be of solid mild steel of circular section, 15.0 ± 0.5 cm in diameter and 20 cm long, unless a longer bar would cause greater damage…”. Particularly with regard to the German transport- and storage cask designs, often made from ductile cast iron, an accurate determination of the puncture bar length to guarantee a load impact covering the worst case scenario can be imperative. If the fracture mechanical proof for the cask material shall be provided by a test, small deviations in the concentrated load applied can be decisive for the question if the cask fails or not. The most damaging puncture bar length can be estimated by iterative procedure in numerical simulations. On the one hand, a sufficient puncture bar length shall guarantee that shock absorbers or other attachments do not prevent or reduce the local load application to the package, on the other hand, a longer and thus less stiff bar causes a smaller maximum contact force. The contrary influence of increasing puncture bar length and increasing effective drop height shall be taken into account if a shock absorber is directly placed in the target area. The paper presents a numerical approach to identify the bar length that causes maximum damage to the package. Using the example of two typical package masses the sensitivity of contact forces and puncture bar deformations to the initial length are calculated and assessed with regard to the international IAEA package safety requirements. T2 - PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - IAEA KW - 1-m-punch-bar-drop-test KW - Numerical approach KW - Bar length KW - Finite element analysis PY - 2019 UR - https://www.inmm.org/INMM-Resources/Proceedings-Presentations/PATRAM-Proceedings.aspx SP - 1 EP - 10 AN - OPUS4-49016 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Martin A1 - Erdt, René A1 - Gödde, M. A1 - Salg, S. A1 - Ittemann, L. T1 - Selbstentzündungsverhalten von Feststoffen: Validierung der Extrapolation von Labortests mit Hilfe halbtechnischer Versuche bis 1 m³ N2 - Vorgestellt wird ein 2018 gestartetes Projekt zur Überprüfung der Extrapolation von im Labormaßstab ermittelten Selbstentzündungstemperaturen auf technisch relevante Volumina. Für die Ermittlung reaktionskinetischer Daten von Feststoffschüttungen stehen eine Reihe von Untersuchungsmethoden zur Verfügung. Dies sind thermische Analysen wie z.B. die differential scanning calorimetry DSC sowie Mikrokalorimetrie zur hochgenauen Messung von Wärmeströmen, bei denen sehr geringe Probenmengen zum Einsatz kommen. In der Regel wird das Selbstentzündungsverhalten jedoch mit Hilfe von isoperibolen oder adiabaten Warmlagerungsversuchen beurteilt, hier liegen die Probenvolumina üblicherweise im Bereich von ca. 100 cm³ bis zu einigen Litern. Die Extrapolation über mehrere Größenordnungen auf technische Volumina birgt Unsicherheiten, da mit Zunahme des Lagervolumens veränderte Start- und Randbedingungen vorliegen können. Zudem besteht die Möglichkeit, dass bei in technischen Lagern vorherrschenden niedrigen Temperaturen Reaktionen ablaufen, die in Standard- Laborversuchen nicht erfasst werden aber einen wesentlichen Einfluss auf das Selbstentzündungsverhalten aufweisen können. Hauptziel des Projektes ist es daher, die im Labormaßstab vorhandenen Prüfeinrichtungen durch einen Versuchsstand zur Untersuchung von Probengrößen von bis zu 1000 dm³ zu erweitern, die Eignung (oder Nichteignung) der etablierten Methoden nachzuweisen und im Labormaßstab nicht erfassbare Einflussgrößen zu ermitteln. Zudem sollen anhand der kleinskaligen Tests Entscheidungskriterien abgeleitet werden, ob eine Extrapolation nach den derzeit üblichen Methoden zulässig ist. T2 - 15. BAM-PTB-Kolloquium zur chemischen und physikalischen Sicherheitstechnik CY - Brunswick, Germany DA - 21.05.2019 KW - Spontanious ignition KW - Self-ignition KW - Minimum ignition temperature KW - Dust layers KW - Große Volumina KW - Explosionsschutz KW - Selbstentzündung KW - DSC PY - 2019 DO - https://doi.org/10.7795/210.20190521B SP - 1 EP - 15 PB - Physikalisch-Technische Bundesanstalt (PTB) AN - OPUS4-48939 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schalau, Sebastian A1 - Habib, Abdel Karim A1 - Krause, U. T1 - CFD-Simulation von Schwergasausbreitungen N2 - Um die Ausbreitung von Schwergaswolken infolge störfallbedingter Freisetzungen in bebautem Gelände besser vorhersagen zu können, wird eine praxisorientierte Methode zur numerischen Simulation von Schwergasausbreitungen vorgestellt. T2 - 15. BAM-PTB-Kolloquium zur chemischen und physikalischen Sicherheitstechnik CY - Brunswick, Germany DA - 21.05.2019 KW - Explosionsschutz KW - CFD KW - Schwergas KW - Gasausbreitung PY - 2019 DO - https://doi.org/10.7795/210.20190521G SP - 1 EP - 10 PB - Physikalisch-Technische Bundesanstalt (PTB) AN - OPUS4-48940 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Askar, Enis A1 - Aksam, A. A1 - Brandes, E. A1 - Markus, D. A1 - Stolz, T. T1 - Berechnung der Explosionsbereiche von Alkoholen, Ketonen und halogenierten Kohlenwasserstoffen im Gemisch mit Inertgasen N2 - Die Explosionsbereiche für Dreistoffsysteme aus Brennstoff, Inertgas und Luft wurden nach dem Modell der konstanten adiabatischen Flammentemperaturprofile berechnet. Für die Parametrisierung des halbempirischen Modells muss der Explosionsbereich für ein bestimmtes Dreistoffsystem aus Brennstoff, Inertgas und Luft bekannt sein. Dann lassen sich Explosionsbereiche desselben Brennstoffs mit einem beliebigen Inertgas und bei einer beliebigen Temperatur berechnen. Ergänzend zu früheren Arbeiten, in denen die Explosionsbereiche für Brenngase aus der homologen Reihe der Alkane und Alkene berechnet worden sind, wurden nun die Berechnungen für 1-Propanol, Aceton und Difluormethan durchgeführt. Als Inertgase wurden neben Stickstoff und Kohlendioxid auch die Edelgase Argon und Helium berücksichtigt. Für die Berechnung der Explosionsbereiche in Systemen mit Helium, ist das Modell erweitert worden, so dass auch die Transporteigenschaften (d.h. Wärmeleitfähigkeit, Diffusionskoeffizient) der Komponenten berücksichtigt werden. Weiterhin ist eine Möglichkeit zur praxisnahen Berechnung der Spitze des Explosionsbereichs implementiert worden. Die Ergebnisse zeigen insgesamt, dass die Berechnung der Explosionsbereiche für Alkohole, Ketone und halogenierte Kohlenwasserstoffe mit ähnlicher Genauigkeit wie für Alkane und Alkene möglich ist. Die vorgenommenen Modifikationen sind geeignet, um auch eine Berechnung für Gasgemische mit Helium durchzuführen, dessen starke inertisierende Wirkung im Vergleich zu den Inertgasen Argon oder Stickstoff vor allem auf den stark unterschiedlichen Transporteigenschaften beruht. Für die Analyse der physikalischen Vorgänge, die zur Zündung führen, ist eine spezielle Kontaktvorrichtung entwickelt worden. Damit können die Entladungen > 200 µm Länge und mit einer Dauer von > 500 µs an einer bestimmbaren Position erzeugt und untersucht werden. Für die Entladungen an der Zündgrenze bei niedrigen Spannungs- und Stromwerten (max. 30 V, 30 bis 100 mA Konstantstrombegrenzung) sind die Bedingung für die Erzeugung ermittelt worden. Das sind die Rauheit auf der Kontaktoberfläche, die langsame Kontaktöffnungsbewegung und eine geeignet regelnde Spannungsquelle mit Konstantstrombegrenzung. Damit sind für diese Entladungen an der Zündgrenze die Strom-Spannungs-Kennlinie, das Spektrum mit dominierenden Linien von Cadmium-Metalldampf sowie die Temperaturverläufe ermittelt worden. T2 - 15. BAM-PTB-Kolloquium zur chemischen und physikalischen Sicherheitstechnik CY - Brunswick, Germany DA - 21.05.2019 KW - Explosionsgrenzen KW - Inertisierung KW - Modell der konstanten Flammentemperaturen KW - Explosionsschutz PY - 2019 DO - https://doi.org/10.7795/210.20190521J SP - 1 EP - 9 AN - OPUS4-48947 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Soszynska, A. A1 - Säuberlich, T. A1 - Borch, J. A1 - Otremba, Frank A1 - Reulke, R. T1 - Analysis of the gas flare flame with IR cameras N2 - Greenhouse gas emissions caused by human activities remain one of the most important subjects of international discussions. The routine gas flaring has been estimated to be responsible for as much as 1% of global carbon dioxide emission per year. Gas flaring analysis is one of the key-interest subjects in remote sensing community. Some of the existing publications use remote sensing techniques with satellite imagery to derive information about flame temperature and further about to estimate the volume of the flared gas. The often missing element is an in-situ measurement analysis of gas flames, combining signals recorded by a camera on-ground and data on flared gas volume, temperature and gas type. In order to address this problem, an experiment was conducted, in which the gas flame was recorded by thermal cameras on-ground, simultaneously to an aerial survey and the gas flow was measured at the same time on-ground. The measurement setup was designed in cooperation between Institute of Optical Sensor Systems of German Aerospace Center (DLR) and German Federal Institute for Materials Research and Testing (BAM). Cameras recording in thermal and mid-wave IR wavelengths were used to record the burning gas on-ground and from the aerial survey. All the measurements have been compared and statistically analysed with respect to the recorded temperature. The purpose of the examination was to describe the signal changes in thermal imagery with respect to changes in energy, emitted by the burning process. This approach will allow for later calculation of the amount of energy in form of thermal radiation sent from the flame to the satellite. T2 - Processing Methodologies I CY - Strasbourg, France DA - 10.09.2019 KW - Gas flaring KW - Thermal remote sensing KW - Thermal radiation KW - Aerial survey PY - 2019 DO - https://doi.org/10.1117/12.2532887 SP - Paper 11156-5, 1 EP - 19 AN - OPUS4-48997 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Küttenbaum, Stefan A1 - Braml, T. A1 - Maack, Stefan T1 - Refining stochastic models for the reassessment of bridges using advanced NDT-methods N2 - Increasing requirements on the infrastructure caused by more and heavier traffic coincide with both the aging and the progressive degradation of bridge constructions. These exemplary issues lead to a non-negligible need for reassessments of existing bridges. Compared to the new building design, safety reserves can be used in the evaluation of such existing structures, since uncertainties that may arise during the design, construction and previous Service time are better known or no longer present. Uncertainties can be evaiuated more precisely by measurements. In the meantime, the application of advanced NDT-methods on concrete structures have become so capable, that crucial structure Parameters like certain material properties or geometrical dimensions can be quantified without significant destructive interventions. The measured data can be explicitly incorporated into the probabilistic computation models used for the bridge reassessment in form of random variables. Therewith, a previously insufficient model can be refined to achieve a higher level of approximation. This contribution emphasises two fundamental steps of the measured data based probabilistic reassessment: The sensitivity analyses to identify the cruciai Parameters and the needed accuracy of the related information as well as the comparison with expected uncertainties of non-destructively measured Parameters. T2 - 17th International Probabilistic Workshop CY - Edinburgh, UK DA - 11.09.2019 KW - Measurement KW - Reassessment KW - NDT KW - Concrete bridges PY - 2019 SP - 99 EP - 105 AN - OPUS4-48998 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Romero Navaratte, José A. A1 - Otremba, Frank T1 - Scientific Society of Mechanical Engineers N2 - The efficiency and safety of railway transportation depends on many factors and operating conditions, associated to the vehicle, the infrastructure, the operator and the environment. From the vehicle-infrastracture perspective, some influential factors include the dynamics of the vehicle and infrastructure interaction when the vehicle operates on curved tracks. Düring such changes of direction, the vehicle dynamically responds to the lateral perturbation, producing a lateral load transfer that represents an increase of the wheel forces on one side of the track, as a function of the train operating conditions and track design, including track's geometry and over-elevation, and vehicle's operating speed as well as its inertial properties and dimensions. In this context, the lateral load transfer superimposes to tangential steering forces, which are developed when the vehicle enters the curved track, and stabilize once a steady state is attained if the vehicle travels along a constant radius track at constant speed. The magnitude of such tangential forces depends on a variety of factors, including the yaw stiffness of the bogie, and the friction at the centre plate. While the friction at the centre plate generates higher tangential forces on the track and a consequential greater rail wearing and lose of locomotive energy, such friction is also crucial to avoid the hunting phenomenon when the vehicle travels along tangents. In this paper, a mechanically active centre plate is proposed, which increases the friction torque at the centre plate when the vehicle travels along tangents, and reduces such a friction torque when the vehicle negotiates curved portions of the track. Such conceptual design includes the principles of Operation and a needed preliminary experimental model to assess the potential benefits as well as the feasibility of such equipment. T2 - 11th international conference on railway bogies and running gears CY - Budapest, Hungary DA - 09.09.2019 KW - Centre plate KW - Railway KW - Fiction PY - 2019 SP - 28 EP - 30 AN - OPUS4-49004 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gook, S. A1 - El-Batahgy, A. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Hybrid laser arc welding of thick plates X8Ni9 for LNG tank construction N2 - Results of experimental investigations of the relationship between laser-hybrid welding process parameters, type of the filler metal and the mechanical properties of the welds made from 9% nickel cryogenic steel X8Ni9 are discussed. The results contribute to the development and conversion in the industrial practice a new laser beam-based welding technology for the automated manufacturing of LNG tanks. The remarkable heterogeneity in the chemical composition of the weld metal as well as an insufficient impact toughness could be indicated by using austenitic filler wire. The most promising results were achieved by applying 11%Ni filler wire, which is similar to the base material. A correlation between impact toughness and wire feeding speed could be shown. The highest impact toughness was 134 J at -196°C. The laser-hybrid welds passed the tensile test. The failure stress of 720 MPa with a fracture location in the base metal was achieved for all samples tested. T2 - Lasers in Manufacturing Conference 2019 CY - Munich, Germany DA - 24.06.2019 KW - X8Ni9 KW - Hybrid Laser Arc Welding KW - Cryogenic Steel KW - Low Temperature Toughness PY - 2019 SP - 1 EP - 11 PB - WLT Wissenschaftliche Gesellschaft Lasertechnik e.V. AN - OPUS4-48972 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Shapovalov, Oleg A1 - Gaal, Mate A1 - Hönig, Gerald A1 - Gradt, Thomas A1 - Weiss, S. T1 - Temperature dependence of the propagation speed of a longitudinal wave in different solids for use as a wedge material in an extreme-temperature-resistant ultrasonic transducer N2 - In special cases of angle beam ultrasonic measurement – e.g. defect detection in hot solids as well as flow measurement of liquid gases or energy storage mediums – the applied transducer has to withstand extreme temperatures. Since the irradiation angle into the specific material is determined not only by wedge design, but also by the speed of sound in both the wedge material and the tested object, the developer must take into account the speed of the wave propagation in a wedge material over the whole temperature range of transducers application. In this study we investigate the temperature dependence of the speed of longitudinal wave propagation in 10 different materials in the range from -200 °C to 400 °C. The investigated materials belong to different material classes (ceramics, glass, as well as ferrous and non-ferrous metals) and are all temperature-resistant up to at least 600 °C, and therefore applicable as wedge materials in an ultrasonic transducer for use at extreme temperatures. T2 - 23rd International Congress on Acoustics CY - Aachen, Germany DA - 09.09.2019 KW - Ultrasonic Transducer KW - Speed of sound KW - Longitudinal Wave KW - Temperature PY - 2019 SP - 4776 EP - 4782 AN - OPUS4-48980 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Widjaja, Martinus Putra A1 - Joannes, S. A1 - Bunsell, A. A1 - Mair, Georg A1 - Thionnet, A. T1 - Defining a Reduced Volume Zone for the Simulation of Burst Test on a Composite Pressure Vessels N2 - The random nature of fibre break in composite materials has to be modelled in all part of the structure as it may contain millions of fibres. The reduced volume method was introduced to determine a smaller zone where we could characterise the strength based on the accumulation of fibre break, hence increasing the computation time T2 - The 8th International Conference on Structural Analysis of Advanced Materials CY - Tarbes, France DA - 28.08.2018 KW - Reduced volume method KW - Composite structures KW - Pressure vessels KW - Finite element method KW - Multiscale model PY - 2018 SP - 217508 AN - OPUS4-48928 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Boehm, Rainer A1 - Heckel, Thomas A1 - Brackrock, Daniel A1 - Spruch, W. A1 - Beggerow, T. ED - Bond, L. J. ED - Holland, S. ED - Laflamme, S. T1 - High Speed Hollow Axle Inspection with a New Designed Cone Type Phased Array N2 - Hollow axle inspection can be performed without demounting the axles and without dismantling the wheels and the brake discs by using the drilling for the scan. To increase inspection reliability and inspection speed, the application of phased array systems instead of conventional probes is a good choice. For solid shaft inspection phased array setups became standard in the recent years. Nevertheless, for hollow axle inspection typically a number of conventional probes rotating through the axles drilling are applied. The new approach uses an electronically steered rotating sound field from a phased array for the circumferential scan. This is realized by a cone shaped phased array which operates in immersion technique. That allows a significant increase in inspection speed and a reduction of the mechanical effort of the inspection system. The inspection can be carried out by a linear movement of the probe setup along the axles drilling. Applying additional focal laws allows exact inclination and focusing of the sound beam in the plane vertical to the specimen axis to concentrate the sound in the zones close to the external surface. An additional focus in the plane of incidence increases overall resolution and sensitivity. The cone type phased array probe has been optimized to detect transversal flaws in and close to the outer surface of the hollow axle with orientation in the radial-radial plane. The prototype probe system, sound field simulations and measurement results are presented. T2 - 45th Annual Review of Progress in Quantitative Nondestructive Evaluation CY - Portland, Oregon, USA DA - 13.07.2019 KW - Cone Shaped Phased Array KW - Hollow Axle Inspection KW - High Speed Testing PY - 2019 SN - 978-0-7354-1832-5 DO - https://doi.org/10.1063/1.5099834 SN - 0094-243X VL - 2102 IS - 1 SP - UNSP 100006-1 EP - UNSP 100006-11 PB - American Institute of Physics CY - Maryland, Vereinigte Staaten AN - OPUS4-48936 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Xu, W. A1 - Zscherpel, Uwe A1 - Peng, J. A1 - Luo, L. A1 - Gao, X. A1 - Li, J. T1 - Investigation on Wall Thickness Ranges Using Digital Radiography for Tangential Projection Technique N2 - X-ray testing is based on the attenuation of X-rays when passing through matter. Image detectors acquire the X-ray information which is defined by the local penetrated wall thickness of the tested sample. By X-ray absorption in the detector and following read-out and digitization steps a digital image is generated. As detectors a radiographic film and film digitization, a storage phosphor imaging plate and a special Laser scanner (Computer Radiography - CR) or a digital detector array (DDA) can be used. The digital image in the computer can then be further analyzed using many types of image processing. In the presented work the automated evaluation of wall thickness profiles are investigated using a test steel pipe with 9 different wall thicknesses and various X-ray voltages and different filter materials at the tube port and intermediate between object and detector. In this way the influence of different radiation qualities on the accuracy of the automated wall thickness evaluation depending on the penetrated wall thickness of the steel pipe was investigated. T2 - 10th International Conference on Information Optics and Photonics CY - Beijing, China DA - 08.07.2018 KW - Image evaluation KW - Computed radiography (CR) KW - Digital Detector Array (DDA) KW - Tangential radiography KW - Wall thickness measurement PY - 2018 SN - 978-1-51062580-8 DO - https://doi.org/10.1117/12.2506324 SN - 0277-786X VL - 10964 SP - Article Number: UNSP 109645B PB - SPIE CY - Bellingham, WA AN - OPUS4-47346 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Herrmann, Ralf A1 - Rabe, J. A1 - Marx, S. ED - Baeßler, Matthias ED - Möller, G. ED - Rogge, Andreas ED - Schiefelbein, N. T1 - Datenmanagement und –analyse von kontinuierlichen Datenströmen bei Offshore Windparks N2 - Mit der Errichtung und der Inbetriebnahme des Windpark alpha ventus wurden umfangreiche Messungen an den Tragstrukturen und den Umgebungsparametern durchgeführt. Im Projekt Gigawind life wurde im TP1 ein Datenmanagementsystem zur kontinuierlichen und periodisch fortgeführten Datenauswertung für große Datenbestände (Big Data) entworfen und realisiert. Anhand von Performanceuntersuchungen konnte eine Verkürzung der Rechenzeit um den Faktor 10 in einem Rechencluster erreicht werden. Unter Anwendung einer Datenpipeline nach dem Publish/Subscribe Prinzip wird eine skalierbare Datenschnittstelle für Monitoringdaten vorgeschlagen. T2 - Messen im Bauwesen 2018 CY - Berlin, Germany DA - 13.11.2018 KW - Datenmanagement KW - Big Data KW - Windenergie PY - 2018 SN - 978-3-9818564-1-5 VL - 2018/1 SP - 89 EP - 98 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-46918 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Uckert, Danilo A1 - Kühn, Hans-Joachim A1 - Matzak, Kathrin A1 - Rehmer, Birgit A1 - Skrotzki, Birgit T1 - Ermüdungsverhalten des warmfesten austenitischen Gusseisens EN-GJSA-XNiSiCr35-5-2 bei hoher Temperatur N2 - Die warmfeste austenitische Gusseisenlegierung EN-GJSA-XNiSiCr35-5-2 (häufig auch als Ni-Resist D-5S bezeichnet) wurde hinsichtlich ihres mechanischen Verhaltens bei hoher Temperatur charakterisiert. Dazu wurden (isotherme) niederzyklische (LCF-) und (nicht-isotherme) thermomechanische Ermüdungsversuche (TMF) zwischen Raumtemperatur und 900 °C durchgeführt. Diese Ergebnisse dienten (zusammen mit weiteren Versuchsdaten) der Kalibrierung werkstoffmechanischer Modelle. Bei den höchsten Prüftemperaturen wurde Schädigung in Form von Kriechen beobachtet und metallographisch dokumentiert. T2 - Langzeitverhalten warmfester Stähle und Hochtemperaturwerkstoffe CY - Dusseldorf, Germany DA - 30.11.2018 KW - Kriechen KW - LCF KW - Lebensdauer KW - Ni-Resist KW - Schädigung KW - TMF PY - 2018 SN - 978-3-00-061694-5 SP - 29 EP - 38 CY - Düsseldorf AN - OPUS4-46919 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Butz, Adam A1 - Fedelich, Bernard A1 - Rehmer, Birgit A1 - Skrotzki, Birgit A1 - Schmitz, Sebastian ED - Moninger, G. T1 - Risserkennung an Bohrlochproben: Numerische Voruntersuchung für eine neuartige Methode zur Rissformerkennung T1 - Crack Detection on Borehole Specimens: Numerical pre-examination for a novel crack shape detection method N2 - Es konnte anhand einer numerischen Voruntersuchung gezeigt werden, dass anhand der kombinierten Auswertung der im Versuch verwendeten Sensorik eine Einteilung der unter Ermüdung in Bohrlochproben auftretenden Rissformen in verschiedene Hauptkategorien (Eckriss, Oberflächenriss, Durchgangsriss) möglich ist. N2 - When fatigued specimens with a hole are to be investigated regarding crack growth, it may be the case that the shape of the crack can’t be identified with sufficient certainty. If marking the fracture surface e.g. using beach marks is not possible, a method is required that nevertheless allows for the determination of the crack shape in order to calculate the corresponding fracture mechanics parameters. This paper describes a numerical pre-study for a method that allows for the classification of cracks in a sample featuring a drill hole into one of three crack shape classes based on the combined evaluation of various types of test data. T2 - Tagung Werkstoffprüfung 2018 CY - Bad Neuenahr, Germany DA - 06.12.2018 KW - Crack KW - LCF KW - Data Fusion KW - Risse KW - Rissform KW - Datenfusion PY - 2018 VL - 2018 SP - 249 EP - 254 AN - OPUS4-46976 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wilsch, Gerd A1 - Gottlieb, Cassian A1 - Günther, Tobias A1 - Millar, Steven ED - Forde, Mike T1 - Application of laser induced breakdown spectroscopy N2 - A big part of the infrastructure is made of concrete, which is a multiphase system made of cement, aggregates, water and pores. Concrete is often used in combination with steel as reinforced concrete. Environmental influences, especially the ingress of harmful ions in combination with the ingress of water, trigger different damage processes which reduce the designed lifetime of a structure. The ingress of chlorides from de-icing salt or sea water leads to corrosion of the reinforcement. In addition, the carbonation of the concrete may trigger the corrosion of the reinforcement. The ingress of alkalis from deicing salts may cause the expansion of the amorphous silica aggregates (alkali-silica reaction) through formation of a swelling gel of calcium silicate hydrate if water is present. The ingress of sulphates may cause spalling of the concrete surface due to ettringite formation. For the standard procedure in civil engineering cores are taken, cut in slices, grinded and the obtained homogenized powder is solved in acid and investigated by standard procedures. BAM has developed the LIBS technique for the 2D evaluation of the chemical composition of concrete. The technique is established for automated laboratory use with high numbers of samples to investigate transport processes of harmful species (Cl-, CO2 , SO4 2-and alkalis) in concrete. Information about ingress depth and the quantitative values are important to estimate the remaining lifetime of the infrastructure. LIBS is a surface technique. To get information about the ingress depth, a drill core has to be taken and cut in the middle. The measurements are carried out at the cross section. The main advantages of LIBS are the direct measurement on the surface of the concrete, fast analysis (sample rate 100 Hz) with a spatial resolution of up to 100 µm, the consideration of the heterogeneity of the concrete and the possibility of automated measurements which save a lot of manpower and time. As an example the investigation of ingress profiles for standard diffusion and migration tests in civil engineering takes hours in comparison to just a few minutes using LIBS. At the same time a 2D-evaluation provides information about hot spots of elemental concentration which may not be found by standard methods. The state of the art of LIBS technique for applications in civil engineering will be presented, including typical results of 2D investigation of concrete in laboratory. The performance is also demonstrated by examples for onsite applications using a mobile LIBS system. The road map to standardization is presented as well. T2 - Structural Faults + Repair-2018 CY - Edinburgh, UK DA - 15.05.2018 KW - Sulphate KW - Chloride KW - Concrete KW - LIBS PY - 2018 SN - 0-947644-86-5 DO - https://doi.org/10.25084/sfr.2018.0030 SP - 1 EP - 7 PB - University of Edinburgh CY - Edinburgh AN - OPUS4-46947 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Algernon, D. A1 - Arndt, R.W. A1 - Denzel, W. A1 - Ebsen, B. A1 - Feistkorn, S. A1 - Friese, M. A1 - Große, C.U. A1 - Kathage, S. A1 - Keßler, S. A1 - Köpp, Christian A1 - Küttenbaum, Stefan A1 - Lohse, C. A1 - Maack, Stefan A1 - Niederleithinger, Ernst A1 - Schickert, M. A1 - Schröder, G. A1 - Taffe, A. A1 - Timofeev, Juri A1 - Walther, A. A1 - Wilcke, M. A1 - Wolf, J. A1 - Wöstmann, Jens T1 - Test specimen concepts in regard to quality assurance and validation of nondestructive testing in civil engineering N2 - The process of ensuring reliability of NDT applications contains various aspects, such as determining the performance and probability of success, the uncertainty in measurement, the provision of clear and functional procedures and ensuring the correct application accordingly. Test specimens have become powerful elements in supporting many of these aspects. Within the committee for NDT in Civil Engineering (NDT-CE) of the German Society for Nondestructive Testing (DGZfP), the subcommittee on Quality Assurance (UA-QS) therefore addresses the design and the integration of test specimens in the quality assurance process. Depending on the specific purpose, the requirements on test specimens can vary significantly based on the defined simulated scenario. The most prominent purposes of test specimens might be seen in providing references for inspection systems in regard to function control, calibration and validation. Further aspects can be parametric studies, basic investigation of physical principles related to NDT or a simplified and therefore comprehensive demonstration of inspection concepts (e.g. for teaching purposes). The specific purpose of a test specimen dictates the requirements regarding its conception, including the exact design, the material or the fabrication accuracy and the conditioning. In the development of a general guideline by the UA-QS for application-specific procedures and their validation, the use of test specimens is addressed and specific concepts for the design of test specimens are made. This includes the analysis of the measurement process regarding any given application, deriving an adequate calibration approach for it and designing test specimens (calibration specimens) accordingly. Furthermore, it includes the validation of the procedure taking into account all conditions related to the specific application in the field. The validation requires a statistically sufficient number of trials. Thorough evaluation of each trial can only be established if the ground-truth is known. Therefore, test specimens providing a realistic but controlled simulation of the inspection problem are valuable and indispensable elements in the validation process. The requirement of being fully realistic will often not be possible to fulfill due to practical restrictions. Any aspect that cannot be included in the simulation realistically needs to be simulated conservatively. This again, requires a sufficient understanding of the inspection principle and technique to ensure conservativeness. Among other quality-assurance-related aspects, the UA-QS establishes concepts and guidelines regarding sound and efficient approaches for the specific purposes of test specimens. This subcommittee brings together representatives of different Groups along the entire value chain of NDT-CE, including researchers, practitioners, manufacturers and clients. They all work together in establishing a common understanding and level of quality assurance in the industry. T2 - SMT and NDT-CE 2018 CY - New Brunswick, NJ, USA DA - 27.08.2018 KW - Quality assurance KW - Procedure KW - Reliability KW - Validation KW - Reference specimen PY - 2019 UR - https://asnt.org/smt18papers SN - 978-1-57117-456-7 VL - 11/19 SP - 39 EP - 48 PB - The American Society for Nondestructive Testing, Inc. CY - Columbus, OH, USA AN - OPUS4-47240 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Burkert, Andreas A1 - Babutzka, Martin T1 - Korrosionsschutz durch Deckschichtbildung und Passivität N2 - Metallene Konstruktionswerkstoffe reagieren infolge ihres thermodynamisch instabilen Zustandes mehr oder weniger stark mit Stoffen aus der Umgebung. Eine große Rolle bei diesen Reaktionen spielt das Feuchtigkeitsangebot an der Metalloberfläche, welches nicht zwingend mit einem sichtbaren Wasserfilm einhergehen muss. An der Atmosphäre bilden sich an sauberen Metalloberflächen bei etwa 80 % relativer Luftfeuchte, bei versalzten Oberflächen auch schon ab etwa 25 % r. F., Feuchtfilme aus. Im Feuchtfilm laufen grundsätzlich die gleichen elektrochemischen Reaktionen ab, wie diese von wässrigen Medien bekannt sind. Dabei geht das Metall zunächst in Ionenform und in nachgelagerten Reaktionen in einen thermodynamisch stabilen Zustand in Form unterschiedlichster Oxid- und Hydroxidverbindungen über. Die so entstehenden Korrosionsprodukte können im Feuchtigkeitsfilm begrenzt löslich oder unlöslich sein und lagern sich auf den Oberflächen der Konstruktionswerkstoffe häufig als feste Korrosionsprodukte ab bzw. wachsen dort auf. Je nachdem wie die Korrosionsprodukte strukturell zum Untergrund passen, können sich dichte, sehr gut haftende Schichten ausbilden oder poröse, dicke Schichten ohne nennenswerte Haftung aufwachsen. Wachsen dichte, porenfreie Schichten mit guter Haftung auf, die im umgebenden Medium unlöslich sind, wird die weitere Auflösung des Metalls stark gehemmt. Man spricht dann von der Ausbildung schützender Deckschichten bzw. von Passivschichten auf welcher der Korrosionsschutz und damit die Dauerhaftigkeit vieler Konstruktionswerkstoffe beruhen. Kaesche bezeichnete die Passivität sehr treffend als „optimalen Grenzfall des Korrosionsschutzes durch Schichten von Korrosionsprodukten“. Aus technischer Sicht hält Kaesche eine Unterscheidung von Deckschichten bzw. Passivschichten für nicht zwingend erforderlich, da beide die Korrosionsgeschwindigkeit in gleichem Maß herabsetzen können. Die Übergänge zwischen den meist dickeren und dadurch sichtbaren Deckschichten und den meist dünnen, nicht sichtbaren Passivschichten sind fließend. T2 - 18. Tagung "Korrosionsschutz in der maritimen Technik" CY - Hamburg, Germany DA - 30.01.2019 KW - Korrosionsschutz KW - Überzüge KW - Deckschichten KW - Passivität PY - 2019 SN - 978-3-935406-70-3 VL - 18 SP - 25 EP - 38 AN - OPUS4-47307 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Abraham, O. A1 - Niederleithinger, Ernst A1 - Chapeleau, X. A1 - Klikowicz, P. A1 - Brühwiler, E. A1 - Bassil, A. A1 - Wang, Xin A1 - Chakraborty, J. A1 - Bayane, I. A1 - Leduc, D. A1 - Salamak, M. A1 - Katunin, A. A1 - Sørensen, J.D. T1 - Addressing the need to monitor concrete fatigue with nondestructive testing: Results of infrastar European project N2 - Fatigue is one of the most prevalent issues, which directly influences the service life expectancy of concrete structures. Fatigue has been investigated for years for steel structures. However, recent findings suggest that concrete structures may also be significantly subjected to fatigue phenomena that could lead to premature failure of certain structural elements. To date, fatigue of reinforced concrete has been given little focus. Knowledge on the influence factors and durability/capacity effects on this material should be improved. Current technological means to measure fatigue in civil structures like bridges and wind turbines (both onshore and offshore) are outdated, imprecise and inappropriate. Meanwhile, this topic has got much more attention as time-variant loading on concrete structures plays an increasing role, e.g. in bridges with increasing traffic and heavier trucks, and for wind turbines for renewable energy production, e.g. for offshore wind turbine support structures affected by wind and waves. The European Innovative Training Networks (ITN) Marie Skłodowska-Curie Actions project INFRASTAR (Innovation and Networking for Fatigue and Reliability Analysis of Structures - Training for Assessment of Risk) provides research training for 12 PhD students. The project aims to improve knowledge for optimizing the design of new structures as well as for more realistic verification of structural safety and more accurate prediction of the remaining fatigue lifetime of existing concrete structures. First, the INFRASTAR research framework is detailed. Then it will be exemplified through the presentation of the major results of the four PhD students involved in the work package dealing with auscultation and monitoring. This includes the development and improvement of Fiber Optics (FO) and Coda Wave Interferometry (CWI) for crack sizing and imagery, new sensor technologies and integration, information management, monitoring strategy for fatigue damage investigation and lifetime prediction. T2 - SMT and NDT-CE 2018 CY - New Brunswick, NJ, USA DA - 27.08.2018 KW - Concrete KW - Fatigue KW - Crack KW - Monitoring KW - Non-destructive testing PY - 2019 UR - https://asnt.org/smt18papers SN - 978-1-57117-456-7 VL - 11/19 SP - 2 EP - 13 PB - The American Society for Nondestructive Testing, Inc. CY - Columbus, OH, USA AN - OPUS4-47237 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Niederleithinger, Ernst A1 - Wiggenhauser, Herbert T1 - The LAUS: First Applications of a New System for Ultrasonic Imaging of Very Concrete Structures N2 - The LAUS (Large Aperture Ultrasonic System) has been developed to image very thick concrete structures, which are not accessible for commercial systems. The device and the corresponding software is the result of joint Research of BAM, an ultrasonic instrument manufacturer and University of Kassel, Germany. It consists of 12 separate Arrays of 32 point-contact shear wave transducers each, which can be deployed in flexible configurations. Each array is combined with battery and transmitter, receiver and wireless communication electronics. Three case histories are presented. First the system was deployed on a 5-m thick heavily reinforced foundation slab. The reflection of the slab’s bottom was imaged clearly. In addition, a multiple reflection was registered, thus giving hope that even thicker elements might be imaged by the instrument. Second, the LAUS was used to investigate a massive bridge girder where a heavy rainstorm during concreting had led to imperfections that were visible after removing the formwork was removed. The LAUS could image tendon ducts in 1.8m depth and the backwall closely behind them. Some limited areas showed blurred reflections and were checked by drill holes; these areas were affected by diffuse damage which could be repaired by injections. Third, a large retaining wall was checked for thickness. Meanwhile, the LAUS has been used in underground waste deposits (nuclear and other) for quality assurance of sealing plugs. A confirmed penetration depth of about 7 m has been reached. T2 - SMT and NDT-CE 2018 CY - New Brunswick, NJ, USA DA - 27.08.2018 KW - LAUS (Large Apertur Ultrasonic System) KW - Ultrasonic echo KW - Deep penetration KW - Concrete PY - 2019 UR - https://asnt.org/smt18papers SN - 978-1-57117-456-7 VL - 11/19 SP - 208 EP - 213 PB - The American Society for Nondestructive Testing, Inc. CY - Columbus, OH, USA AN - OPUS4-47238 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Algernon, D. A1 - Arndt, R.W. A1 - Denzel, W. A1 - Ebsen, B. A1 - Feistkorn, S. A1 - Friese, M. A1 - Große, C.U. A1 - Kathage, S. A1 - Keßler, S. A1 - Köpp, Christian A1 - Küttenbaum, Stefan A1 - Lohse, C. A1 - Maack, Stefan A1 - Niederleithinger, Ernst A1 - Schickert, M. A1 - Schröder, G. A1 - Taffe, A. A1 - Timofeev, Juri A1 - Walther, A. A1 - Wilcke, M. A1 - Wolf, J. A1 - Wöstmann, Jens T1 - NDT procedures in relation to quality assurance and validation of nondestructive testing in civil engineering N2 - The field of non-destructive testing of civil structures (NDT-CE) has been continuously growing. Due to the complexity and diversity of civil constructions as well as the heterogeneity of concrete, specific standards or guidelines for the application of modern NDT-CE are still missing. The development of individual solutions is the current approach, which is just as challenging as it is common for NDT-CE. With the increasing development and commercialization of NDT-CE technology, the group of practitioners is growing. To ensure a good level of quality in the industry, it appears necessary to establish adequate means. Naturally, the performance of NDT-CE methods regarding a specific application is strongly dependent on choosing the most suitable inspection technique and applying it correctly, generally referred to as the inspection procedure in the field of NDT. There are well-defined guidelines regarding procedure documentation and handling in many fields of NDT (e.g. nuclear, aerospace or automotive) according to the high importance of procedures in assuring a successful and reliable application. For a long time, this has not always been the case with NDT-CE, which is still considered a unique discipline of NDT. Part of the reason for that might be the young development state of NDTCE, the heterogeneity of building materials like concrete, timber or masonry as a material and the diversity of civil structures. In consequence, NDT-CE procedure development is considered challenging. Among other aspects, addressed in the subcommittee on Quality Assurance (UA-QS) within the committee for NDT-CE of the German Society for Nondestructive Testing (DGZfP), part of its work aims at establishing an adequate basis for NDT-CE procedure development. While some of the highly developed approaches from other industries are taken into consideration, they need to be analyzed regarding their suitability for NDT-CE and adapted accordingly. For a procedure to be as defined as possible, it needs to contain sufficient information, such as the scope and limitations regarding material, geometry and condition of the test object, inspection parameters, calibration, data acquisition, analysis criteria as well as requirements regarding the inspection personnel. For a successful implementation in the field, it is important to define the specific procedure as precisely as possible. Despite the necessity of a great amount of information to be included, the procedure needs to be suitable for efficient field application. The UA-QS is developing a guideline for NDT-CE procedures suitable for application in this field of NDT to ensure correct and reproducible application. To demonstrate and evaluate this concept, specific examples of procedures are also produced. In particular, the UA-QS has developed a procedure for the detection and positioning of tendon ducts using Ground Penetrating Radar (GPR). This procedure is tested regarding the practical applicability in a roundrobin on a defined type of reference test block. T2 - SMT and NDT-CE 2018 CY - New Brunswick, NJ, USA DA - 27.08.2018 KW - Quality assurance KW - Procedure KW - Reliability KW - Validation KW - Reference specimen PY - 2019 UR - https://asnt.org/smt18papers SN - 978-1-57117-456-7 VL - 11/19 SP - 31 EP - 38 PB - The American Society for Nondestructive Testing, Inc. CY - Columbus, OH, USA AN - OPUS4-47239 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wöhlecke, Andreas ED - Al-Akel, S. T1 - Aktuelle Diskussionen aus dem Fachbeirat der BAM N2 - Vor nun 30 Jahren im Jahre 1989 wurde die erste Zulassung für eine Kunststoffdichtungsbahn von der BAM auf der Grundlage des „Niedersächsischen Dichtungserlasses“ erteilt. Vor ungefähr 10 Jahren wurde die BAM mit dem Erscheinen der Deponieverordnung (DepV) mit der Zulassung von Geokunststoffen, Polymeren und Dichtungskontrollsystemen beauftragt. Wir möchten dies zum Anlass nehmen, an dieser Stelle den viele ehrenamtlichen Experten des Fachbeirats und seiner Arbeitsgruppen für ihren Einsatz und die Unterstützung zu danken. Darüber hinaus soll über aktuelle Arbeitsthemen und Entwicklungen im Fachbeirat berichtet werden. So soll in einer Sondersitzung des Fachbeirats über die Entlassung aus der Nachsorgephase beim Einsatz von Geokunststoffprodukten in Böschungen diskutiert werden. Es ist geplant, in einer Unterarbeitsgruppe eine Sitzung über die Fremdüber¬wachung in der Produktion abzuhalten. Darüber hinaus werden Änderungen in den Zulassungsrichtlinien für Kunststoff Dichtungsbahnen und Kunststoff Dränelemente kurz vorgestellt. In der Zwischenzeit wurde auch die abschließende Zulassungsrichtlinie für Geogitter verabschiedet. Neue Fragestellungen sind hier entstanden. Unter welchen Voraussetzungen können Geogitter in Zwischenabdichtungen eingesetzt werden. Bisher können diese Produkte formal nur in Oberflächenabdichtungen eingesetzt werden. Auch auf diese beiden Themen soll im Folgenden in Kürze eingegangen werden. T2 - 15. Leipziger Deponiefachtagung CY - Leipzig, Germany DA - 05.03.2019 KW - Deponie KW - Abdichtungssysteme KW - Geogitter PY - 2019 SN - 978-3-943443-48-6 VL - 15 SP - 29 EP - 40 PB - HTWK Leipzig CY - Leipzig AN - OPUS4-47490 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Spranger, Felix A1 - Hilgenberg, Kai A1 - Rethmeier, Michael T1 - Anwendung der Laserimplantation zur Strukturierung verschleißgefährdeter Werkzeuge N2 - In einer Vielzahl technischer Anwendungen spielt die Aufrechterhaltung eines definierten Reibungs- und Verschleißverhaltens zwischen bewegten Oberflächen für die Sicherheit und Funktionalität eine entscheidende Rolle. Die Oberflächentechnik versucht durch geeignete Verfahren die Randschichten zu ertüchtigen, um Reibung und Verschleiß zu kontrollieren. Eine Verbesserung der Materialeigenschaften kann durch flächige Beschichtungen erreicht werden. Zusätzlich ermöglichen Oberflächenstrukturierungen breite Möglichkeiten zur Beeinflussung des Schmierungszustandes bzw. der Kontaktbedingungen. Neben Negativstrukturen bieten ebenfalls erhabene Mikrostrukturen großes Potenzial zur Beeinflussung des tribologischen Verhaltens. Ihr Einsatz ist aber aufgrund der besonderen Verschleißproblematik erhabener Strukturen momentan limitiert, so dass in der Regel zusätzliche verschleißreduzierende Beschichtungen notwendig werden. In diesem Beitrag wurde das Verfahren der Laserimplantation angewandt, mit dem erhabene und separierte Oberflächenstrukturen hoher Verschleißfestigkeit in einem Fertigungsschritt erzeugbar sind. Das Verfahren basiert auf einem lokalisierten Dispergieren von Hartstoffpartikeln. Hierfür wurde erstmalig ein gepulster Faserlaser mit hoher Strahlqualität zur Erzeugung punkt- und linienförmiger Mikrostrukturen angewandt. Versuche wurden auf dem Kaltarbeitsstahl X153CrMoV12 unter Anwendung von Titandiborid als Hartstoff durchgeführt. Anhand von Härtemessungen konnte gezeigt werden, dass sowohl punkt- als auch linienförmige Strukturen mit Härten über 1000 HV1 und einer feinkörnigen Mikrostruktur mit feinverteilten Hartstoffpartikeln herstellbar sind. Des Weiteren war es möglich, die Implantgeometrien, welche an Querschliffen und durch Weißlichtinterferometeraufnahmen erfasst wurden, durch die Pulsleistung und Pulsdauer zu steuern. T2 - 38. Assistentenseminar der WGF CY - Rabenau, Germany DA - 06.09.2017 KW - Laserimplantation PY - 2018 SN - 978-3-96144-028-3 VL - 342 SP - 24 EP - 33 CY - Düsseldorf AN - OPUS4-47295 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Aidagulov, Gallyam A1 - Qiu, Xiangdong A1 - Brady, Dominic A1 - Abbad, Mustapha A1 - Onel, Yener A1 - Ewert, Uwe T1 - New insights into carbonate matrix stimulation from high-resolution 3D images of wormholes obtained in radial acidizing experiments N2 - We analyzed the results of high-energy X-ray CT scans for three 20×16×16 in. block samples of Indiana limestone from our recent radial acidizing experiments with HCl. CT scans were done for complete samples, and 3D images of internal dissolution patterns were built. Each 3D image consists of submillimeter-size voxels to capture fine details of individual wormholes. The obtained 3D images of acidized blocks allow us to observe from various angles the details of the wormholes obtained in the three experiments, which demonstrated wide pore-volume-to-breakthrough (PVBT) range with three different injection rates. Also, variation of the CT number reveals the presence of depositional layers in all block samples, and the obtained CT images were used to interpret the effect that rock layers might have on wormhole penetration at different injection rates. Further, the built voxel models were used to calculate the radial distributions of dissolved rock volume, which otherwise are not obvious for such complex branched structures as wormholes. We observed how varied experimental conditions affected those distributions. The radial distributions were found very similar across the samples, which suggested the way to detect the effective wormhole penetration depth. T2 - SPE Kingdom of Saudi Arabia Annual Technical Symposium and Exhibition CY - Dammam, Saudi Arabia DA - 23.04.2018 KW - Carbonate matrix stimulation KW - High-energy X-ray CT KW - XL-CT KW - Analysis of wormholes PY - 2018 DO - https://doi.org/10.2118/192366-MS SP - SPE-192366-MS, 1 EP - 19 AN - OPUS4-46654 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wöhlecke, Andreas T1 - Die Zulassung von Geokunststoffen nach der deutschen Deponieverordnung N2 - Seit dem Erscheinen der Deponieverordnung (DepV) bedürfen Geokunststoffe, Polymere und Dichtungskontrollsysteme einer Zulassung durch die BAM, wenn diese in deutschen Deponieabdichtungssystemen eingesetzt werden sollen. Die DepV ermöglicht den Einsatz verschiedener Komponenten. Sie stellt dabei allgemeine Anforderungen an die Geokunststoffprodukte auf. Dadurch beschreibt sie den Stand der Technik für Geokunststoffe, die in deutschen Abdichtungen eingesetzt werden. Diese Anforderungen werden durch die Zulassungsrichtlinien der BAM in konkrete technische Spezifikationen überführt. In dem Beitrag wird eine Übersicht über die Produkte und die entsprechenden Anforderungen gegeben. Zudem soll erläutert werden, durch welche Qualitätsmanagementmaßnahmen eine gleichbleibende Qualität und Funktionserfüllung der Produkte gewährleistet wird. T2 - 14. DEPONIEWORKSHOP Liberec - Zittau 2018 CY - Liberec, Czech Republic DA - 15.11.2018 KW - Deponie KW - Geokunststoffe KW - Polymere KW - Dichtungskontrollsysteme PY - 2018 VL - 14 SP - 149 EP - 158 PB - Technische Universität Liberec, Hochschule Görlitz/Zittau CY - Liberec, Tschechien AN - OPUS4-46660 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Koclega, Damian A1 - Radziszewska, A. A1 - Kranzmann, Axel T1 - The influence of the aggressive environments on the Inconel 686 coating in high-temperature corrosion experiments N2 - This work presents the microstructure and chemical composition of oxide scales created on Ni – base coating after corrosion experiments in aggressive gases and ashes. The Inconel 686 coating applied on the low carbon steel 13CrMo4-5 was performed by a CO2 laser cladding process. The experiments were carried out in oxidizing gas atmospheres containing O2, COx, SOx. The second Variation of corrosion experiments were performed in a reducing atmosphere with ashes containing elements such as: Na, Cl, Ca, Si, C, Fe, Al etc. After 240 h and 1.000 h corrosion experiments the oxide scales on the substrate and overlay were created in both cases. The sulfur compounds were found on the top of the coating surface (EPMA) and also higher contents of silica compounds were revealed on specimens covered by ashes during the experiments. The microstructure and chemical composition of the clad and scales were investigated by means of a light microscope and an electron microscope (SEM)equipped with an EDS detector. T2 - 50. Kraftwerkstechnisches Kolloquium CY - Dresden, Germany DA - 23.10.2018 KW - Nickel based coatings KW - Inconel 686 KW - High temperature corrosion PY - 2018 SP - 599 AN - OPUS4-46590 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schnell, A. A1 - Rübner, Katrin A1 - Ihlenfeldt, Toni A1 - Vöge, M. A1 - Ludwig, H.-M. ED - Ludwig, H.-M. T1 - Leichtbetone mit Recycling-Granulaten aus Mauerwerkbruch-Ton-Mischungen N2 - Mineralische Bauabfälle stellen in den Industrienationen den größten Abfallstrom dar. Allein in Deutschland fallen jährlich mehr als 50 Mio. Tonnen Bauschutt an, der hauptsächlich aus Beton- und Mauerwerkbruch besteht. Dabei nehmen die Verwertungs- und Recyclingquoten bei den bereits etablierten herkömmlichen Einsatzgebieten für aufbereitete Bau- und Abbruchabfälle mit zunehmender Heterogenität des Materials ab. Ein höherwertiges Recycling mit dem Ziel das aufbereitete Material in hochwertigen Betonprodukten einzusetzen erfolgt heute in Deutschland lediglich im Rahmen von Pilotprojekten. So können die groben Körnungen des Betonbruchs als rezyklierte Gesteinskörnung im Beton eingesetzt werden. Besonders eingeschränkte Verwertungsmöglichkeiten liegen für Mauerwerkbruch vor, einem Gemisch aus Beton, Ziegel, Kalksandstein, Porenbeton, Mörtel, Natursteinen und anderen mineralischen Bestandteilen. Die Ursache hierfür ist neben der heterogenen Zusammensetzung des Materials auch dessen feine Kornverteilung, die durch den bei der mechanischen Aufbereitung zwangsläufig anfallenden Feinkornanteil von 30 bis über 40 Prozentbedingt ist. Defizite in der Verwertung bestehen also besonders bei heterogenen feinkörnigen Gemischen. Hier müssen Ansätze gefunden werden, um eine hochwertige Wiederverwertung zu ermöglichen. Dafür ist eine möglichst gute Trennung der einzelnen Materialfraktionen ein bewährter Ansatz. Während Metalle mittels Band- und Wirbelstromabscheidern und leichte Fremdbestandteile über Windsichtung und Dichtesortierung ausgetragen werden können, ist eine Trennung der Materialien Ziegel, Mörtel und Beton, insbesondere für die feinen Fraktionen, derzeit technologisch und wirtschaftlich nicht umsetzbar. Ein rohstoffliches Recycling dieser heterogen zusammengesetzten Abfälle unter Nutzung ihrer chemisch-mineralogischen Zusammensetzung ohne eine vorherige Trennung in die einzelnen Materialfraktionen bietet sich als Alternative an. Ergebnisse zur Herstellung von Leichtgranulaten aus Mauerwerkbruch und Tonen in einem thermischen Prozess ähnlich der Blähtonherstellung wurden bereits mehrfach veröffentlicht. Diese Recycling-Granulate (RCG) sollen unter anderem als leichte Gesteinskörnung für Betone verwendet werden. Gegenstand dieses Beitrags sind Ergebnisse aus dem Verbundforschungsprojekt „RC-Leichtgranulate“ zum Einsatz der RCG in Leichtbeton. T2 - ibausil 2018 - 20. Internationale Baustofftagung CY - Weimar, Germany DA - 12.09.2918 KW - Recycling KW - Mauerwerkbruch KW - Leichte Gesteinskörnungen KW - Recyclinggranulat KW - Leichtbeton KW - Ton PY - 2018 SN - 978-3-00-059950-7 VL - 2 SP - 2-381 EP - 2-388 PB - F.A. Finger-Institut für Baustoffkunde CY - Weimar AN - OPUS4-46697 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bakir, Nasim A1 - Artinov, Antoni A1 - Bachmann, Marcel A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - About the origin of solidification cracking in laser welded thick-walled structures N2 - In this study, a three-dimensional CFD-simulation model was developed to simulate the fluid flow in the weld pool. The CFD-model showed a bulging region in the middle of the depth, which is separated from the top surface and bottom surface by two narrowing regions. It can be concluded that the interaction of the movement of the laser source with the Marangoni vortex leads to a teardrop shape at the upper and bottom surface of the workpiece. Additionally, it shows that the bulging in the weld is a result of the backflows on the upper and lower sides due to the thermo-capillary-driven flows. The weld pool shape was used as a heat source in a two-dimensional thermomechanical model, which allows a highly accurate transformation of the weld pool dimensions obtained from the CFD model. This developed technique allows the consideration of physical aspects, which cannot be considered when using traditional heat sources. The mechanical model has shown that the chronological order of the solidification of the weld has a significant influence on the nature and distribution of the stresses in the weld. High tensile stress has been observed in the bulging region, i.e. in the susceptible region for solidification cracking, when compared to the other narrowing regions, which show compressive stress. T2 - 4th International Conference on Welding and Failure Analysis of Engineering Materials CY - Aswan, Egypt DA - 19.11.2018 KW - Laser beam welding KW - Solidification cracking KW - Numerical simulation KW - Weld pool geometry KW - CFD-model KW - FE-model PY - 2018 SP - W-6, 1 EP - 10 CY - Aswan, Egypt AN - OPUS4-46735 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Siayah, A. A1 - El-Batahgy, A. A1 - Khafagi, S. A1 - Gumenyuk, Andrey A1 - Gook, S. A1 - Rethmeier, Michael T1 - A study on shielded metal arc welding of 9%Ni steel using non-conventional ferritic welding electrode for LNG facilities N2 - The present research work aims at clarification of the effect of the welding electrode type on the mechanical properties of SMA welded joints of 9%Ni steel plates. Properties of produced SMA welded joints were evaluated using different non-destructive and destructive investigation methods. In comparison with the conventionally used Ni-based welding electrode ENiCrMo-3 (AWS A5.11), an experimentally produced non-conventional ferritic welding electrode with 11%Ni (ENi11-Company specification) has resulted in a better combination of the mechanical properties of SMA welded joints of this steel type for critical cryogenic applications. Besides, a positive economic impact for the experimentally produced non-conventional ferritic welding electrode, due to its lower cost, could be another attractive aspect. T2 - 4th International Conference on Welding and Failure Analysis of Engineering Materials CY - Aswan, Egypt DA - 19.11.2018 KW - 9%Ni steel, KW - SMAW KW - Conventional Ni-based austenitic welding electrode KW - Mechanical properties KW - Ferritic welding electrode PY - 2018 SP - W-21, 1 EP - 3 AN - OPUS4-46736 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - El-Batahgy, A. A1 - Gook, S. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Effect of laser-beam and hybrid-laser-arc welding parameters and filler metal on microstructure and mechanical properties of thick heat-treated steel X8ni9+Qt640 for cryogenic service N2 - The present research work encloses results of experimental investigations of the interaction between welding process parameters for laser-beam and hybrid-laser-arc as well as type of the filler metal and the achievable mechanical properties of the weld joints on steel grade X8Ni9+QT640 for cryogenic service containing 9% nickel. The results obtained contribute to the development and conversion in the industrial practice a new laser beam-based welding technology for the automated manufacturing of facilities for the liquefaction, storage and the transport of natural gases (LNG facilities). The results show, that the martensitic microstructure of the laser weld metal including low amount of retained austenite not exceeding 3.5% leads to the relatively low V-notch impact energy. The remarkable heterogeneity in the chemical composition of the weld metal through the weld thickness could be recognized in the case of hybrid-laser-arc welding with ERNiCrMo-3 austenitic filler metal, what also led to insufficient impact toughness of the weld metall. The most promising results could be achieved by using 11%Ni filler wire, which is similar to the base metal and provides a homogeneous microstructure with uniform distribution of Ni through the weld seam. It is remarkable, that a correlation between Charpy impact toughness and wire feeding speed and respectively process heat input exists. The highest toughness values were 134±58 J at -196C. The both laser as well as laser-hybrid welds passed the tensile test. The failure stress of 720±3 MPa with a fracture location in the base material was achieved for all samples tested. T2 - 4th International Conference on Welding and Failure Analysis of Engineering Materials CY - Aswan, Egypt DA - 19.11.2018 KW - Hybrid-laser-arc welding KW - Laser-beam welding, KW - Cryogenic steel KW - Microstructure KW - Tensile strength PY - 2018 SP - W-29, 1 EP - 10 AN - OPUS4-46738 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Romero-Navarrete, José A. A1 - Otremba, Frank A1 - Lozano -Guzmán, A. A. T1 - Commidities and rail damage N2 - A roll-plane simplified model, representing the suspended body-cargo of a railway car, was developed to simulate thedynamic response of a railway car while subjectedto lateral acceleration derived from its traveling along curved tracks. The model provides the means to calculate the suspension forces, which are supposed to be transmitted to the bogie´s wheelset. For the analysis of the potential effect of such forces on the railway fatigue life, different performance measures were considered, under different concepts. A family of curves were produced to analyze the effect of the height of the center of gravity of the body-cargo system, on the different performance measures. The resultingdiagramswereused to assess the rail damage potentials offour different railway cars. Results suggest that the height of the center of gravity, associated to the different types of railway cars, nonlinearly and strongly affects the fatigue lifeof the rail, with the double stack car being the moreinfrastructure-aggressive. In this respect, experimental evidence should be provided about such remarkable effects, so as to supportsome operational recommendationsthat shouldbe taken to mitigate these effects, including, for example, the regulation of the traveling speed of some vehicles. T2 - IMECE 2018 International Mechanical Engineering Congress and Exposition CY - Pittsburgh, PA, USA DA - 09.11.2018 KW - Commidities KW - Rail KW - Damage PY - 2018 SP - 86008-1 EP - 86008-6 PB - ASME AN - OPUS4-46650 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -