TY - CONF A1 - Mirtsch, Mona A1 - Pohlisch, Jakob A1 - Blind, K. T1 - International Diffusion of the Information Security Management System Standard ISO/IEC 27001: Exploring the Role of Culture N2 - In the wake of digitalization, organizations are increasingly exposed to risks associated with security breaches and must take measures to preserve the confidentiality, integrity, and availability of information, and to ensure business continuity. The international standard ISO/IEC 27001 assists organizations in setting up, maintaining and continuously improving their information security management systems. However, despite high growth rates, its international diffusion rates are quite heterogeneous. This paper explores why the diffusion of the international management system standard ISO/IEC 27001 differs across countries. We classify the adoption of ISO/IEC 27001 as a ‘preventive organizational innovation’ and draw from diffusion studies of other management system standards and information security research to develop a set of hypotheses. These relate to the impact of cultural dimensions and national ICT development. We use a negative binomial regression model with panel data covering 57 countries over a 12-year period from 2006 to 2017 to test our hypotheses. We find that the cultural dimensions future orientation, power distance, and institutional collectivism as well as high ICT development are driving factors for the diffusion of ISO/IEC 27001. We derive policy recommendations and avenues for future research. T2 - Twenty-Eighth European Conference on Information Systems (ECIS2020) – A Virtual AIS Conference CY - Online meeting DA - 15.06.2020 KW - Information security KW - International diffusion KW - Standards KW - Management system standards KW - ISO/IEC 27001 KW - Preventive innovations KW - Culture KW - GLOBE KW - ICT development index PY - 2020 SP - RP 88 AN - OPUS4-50919 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rolle, Annette A1 - Komann, Steffen A1 - Wille, Frank ED - Baraldi, P. ED - Di Maio, F. ED - Zio, E. T1 - Ageing aspect in the safety evaluation of special form radioactive material N2 - In accordance with the IAEA transport regulations Special Form Radioactive Material (SFRM) is either an indispersible solid radioactive material or a sealed capsule containing radioactive material. The design of special form radioactive material has to resist a severe transport accident without undue loss or dispersal of radioactive material. The safety assessment for design approval shall include besides the required test program (impact, percussion, bending and heat test) also the evaluation of the management system for design, manufacture, testing, documentation, use, maintenance and inspection. The specified quality assurance measures have to assure, that every specimen of the approved design is produced in the same verified quality and every specimen must be able to survive the severe mechanical and thermal tests at any time of its working life. Due to the long-term use of SFRM the consideration of ageing is an important aspect in the approval procedure by BAM, the competent authority for SFRM approval in Germany. Different fields of application imply a wide range of environmental conditions, from clean room atmosphere to highly aggressive industrial conditions. So, besides of radioactive content, corrosion is a main factor for possible design degradation. This paper will describe major influencing factors to be taken into account to assess the ageing behavior of a SFRM design and will emphasize that there is a need for a regulatory specification of a SFRM-working life as basis for the aging evaluations. T2 - 30th European Safety and Reliability Conference and 15th Probabilistic Safety Assessment and Management Conference (ESREL2020 PSAM15) CY - Online meeting DA - 01.11.2020 KW - Special form radioactive material KW - Transport KW - Ageing KW - Material KW - Safety assessment KW - Management system PY - 2020 UR - https://www.rpsonline.com.sg/proceedings/esrel2020/html/3659.xml SN - 987-981-14-8593-0 SP - Paper 3659,1 EP - 5 PB - Research Publishing CY - Singapore AN - OPUS4-50969 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Koclega, Damian A1 - Radziszewska, A. A1 - Kranzmann, Axel A1 - Marynowski, P. A1 - Wozny, K. T1 - Morphology and chemical composition of inconel 686 after high-temperature corrosion N2 - The work presents the microstructure, chemical composition and mechanical properties of Inconel 686 coatings after high - temperature corrosion in environment of aggressive gases and ashes. To produce the Ni - based coatings the QS Nd:YAG laser cladding process was carried out. As the substrate used 13CrMo4-5 boilers plate steel. Ni - base alloys characterize the excellent high-temperature corrosion resistance, good strength and ability to work in aggressive environments. Formed clad were characterized by high quality of metallurgical bonding with the substrate material and sufficiently low amount of the iron close to the clad layer surface. After corrosion experiment the oxide scale on the substrate and clad created. The scale on 13CrMo4-5 steel had 70 μm thickness while the scale of the clad had less than 10 μm. The microstructure, chemical composition of the obtained clad and scales were investigated by scanning electron microscope (SEM) and electron probe microanalyzer (EPMA) equipped with the EDS detectors. T2 - 27th International conference on metallurgy and materials CY - Brno, Czech Republic DA - 23.05.2018 KW - laser cladding KW - Inconel 686 KW - High - temperature corrosion KW - Aggressive environment KW - Oxide scale PY - 2018 SP - 1010 EP - 1016 AN - OPUS4-49660 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Piechotta, Christian A1 - Iznaguen, Hassan T1 - Umweltverträglichkeit und -beständigkeit von Materialien und Produkten hinsichtlich der Migration von Schadstoffen N2 - Gegenstand des Projekts ist die Prüfung der Umweltbeständigkeit und -verträglichkeit von Materialien und Produkten hinsichtlich der Emission von potenziellen Schadstoffen in die Umwelt. Hierzu werden chemisch-physikalische Einflüsse (Bewitterung) und mikrobielle Beanspruchungen an Modellmaterialien evaluiert. So werden die Freisetzungsraten von Schadstoffen in Abhängigkeit der Beanspruchung beschrieben. Als Modellmaterialien kommen die Polymere Polycarbonat, Polytetrafluorethylen, Polystyrol und Polypropylen zum Einsatz. Synergistische Effekte der Bewitterungsparameter und der mikrobiologischen Beanspruchung sollen dabei ebenso betrachtet werden, wie die gezielte Alterung. Auch findet eine Beschreibung des Verhaltens der ausgetragenen Schadstoffe in den Umweltkompartimenten Boden oder Wasser statt. Hier sind mit Hilfe der zu entwickelnden Screening- und non-Target-Analyseverfahren die Transformation und der Metabolismus durch Mikroorganismen zu beschreiben. Aus den Ergebnissen sollen Korrelationen zwischen den künstlichen Alterungsverfahren und realen Szenarien abgeleitet werden, die es gestatten, Schnellprüfverfahren zu etablieren, die die Simulation der realen Beanspruchungen im Zeitraffermodell anwendbar machen. Somit sollen standardisierbare Schnellbeanspruchungs-verfahren erarbeitet werden, die als Prüfeinrichtungen etabliert werden und von externen Auftraggebern zur Prüfung der Umweltbeständigkeit und -verträglichkeit von neuen Materialien genutzt werden können. Die Umweltwirkungen (chemisch-physikalisch und mikrobiologisch) sollen so definiert eingesetzt werden, dass eine reproduzierbare Prüfung möglich wird. Aus diesen Verfahren und Methoden sollen Normen abgeleitet werden, die eine standardisierte Materialprüfung ermöglichen. T2 - 46. Jahrestagung der GUS CY - Blankenloch-Stutensee, Germany DA - 22.03.2017 KW - Schadstoffe KW - Umweltsimulation KW - Migration PY - 2017 SN - 978-3-9816286-9-2 VL - 46 SP - 263 EP - 271 AN - OPUS4-49800 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bettge, Dirk A1 - Bohraus, Stephan A1 - Schmidt, Rüdiger A1 - Portella, Pedro Dolabella ED - Lohrmann, M. ED - Rettenmayr, P. T1 - Aufbau einer fraktographischen online-Datenbank N2 - Fraktographischen Daten aus Schadensanalysen, Vergleichsversuchen und Vorhaben könnten der Fachöffentlichkeit im Bereich Fraktographie zur Verfügung gestellt werden, sofern das Urheberrecht es zulässt und außerdem ein geeignetes Medium existiert. Ein solches Medium könnte eine offene fraktographische online-Datenbank sein. Eine solche wird im Rahmen der AG Fraktographie im DVM-DGM Gemeinschaftsausschuss "Rasterelektronenmikroskopie in der Materialprüfung" zurzeit erarbeitet. T2 - Metallographietagung 2013 CY - Friedrichshafen, Germany DA - 18.09.2013 KW - Datenbank KW - Fraktographie KW - Schadensanalyse PY - 2013 SN - 978-3-88355-398-6 VL - 45 SP - 19 EP - 24 PB - Inventum CY - Bonn AN - OPUS4-50598 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Millar, Steven A1 - Gottlieb, Cassian A1 - Wilsch, Gerd A1 - Günther, Tobias A1 - Völker, Tobias T1 - Chemische Zustandsanalyse von Stahlbetonbauwerken mit der laserinduzierten Plasmaspektroskopie (LIBS) N2 - Die chemische Analyse von Beton gehört bei der Ermittlung des Ist-Zustandes von Stahl- und Spannbetonbauwerken zu den grundlegenden Untersuchungen bei der Zustandserfassung. Der tiefenabhängige Chloridgehalt sowie der Karbonatisierungsfortschritt müssen bei der Bewertung des Ist-Zustandes, beim Instandsetzungsbedarf und ggf. bei der Planung eines erforderlichen Instandsetzungskonzeptes mit einbezogen werden. Seit Mitte der 1990er Jahre wird an der Bundesanstalt für Materialforschung und -prüfung die laserinduzierte Plasmaspektroskopie (engl. Laser-induced Breakdown Spectroscopy) – kurz LIBS – stetig für die chemische Analyse von Beton weiterentwickelt. In diesem Beitrag wird der aktuelle Stand der Forschung/ Technik und der Normungsarbeit präsentiert, sowie zukünftig mögliche Anwendungen vorgestellt. Mit den aktuellen LIBS-Systemen (mobiles LIBS-System sowie kommerziell erhältliche Laborsysteme) ist es möglich den Chloridgehalt ortsaufgelöst in wenigen Minuten zu quantifizieren, sogenannte Elementlandkarten zu erstellen und somit die Elementverteilung innerhalb des Betons zu visualisieren. Durch das Scannen eines Bohrkernquerschnittes und der simultanen Erfassung von mehreren Elementen mit einer Messung, ist es zudem möglich, die Gesteinskörnung in den Messdaten zu identifizieren und den Chloridgehalt auf die Zementsteinmatrix zu beziehen. Fehlerquellen aus der Umrechnung der betonbezogenen Chloridgehalte können dadurch minimiert werden. Neben den Grundlagen von LIBS werden vor allem aktuelle Praxisbeispiele vorgestellt, die die aktuellen Möglichkeiten des Verfahrens veranschaulichen. T2 - 9. Kolloquium Parkbauten CY - Esslingen, Germany DA - 04.02.2020 KW - LIBS KW - Chemische Analyse KW - Spektroskopie KW - Beton PY - 2020 UR - https://elibrary.narr.digital/article/99.125005/kpb202010305 SN - 2510-7763 VL - 9 IS - 1 SP - 305 EP - 319 AN - OPUS4-50615 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pfennig, A. A1 - Simkin, Roman A1 - Kranzmann, Axel T1 - Construction of an adiabatic calorimeter for investigation of high tempertarue salt - based phase change material N2 - The commercial usage of latent thermal energy storages primarily depends on the development of a suitable phase change material (PCM). For industrial high temperature applications above 400 °C multicomponent chloride eutectics are promising and therefore discussed seriously. The profound thermodynamic investigation of such eutectics requires a much greater amount of specimen material than conventional calorimeter can handle. Therefore, a special adiabatic calorimeter was developed and designed. With a specimen mass of > 100 g the typical thermodynamic measurements with a commercial calorimeter can be extended by cycle stability measurements, which are often decisive for practical application of PCM. Furthermore, by implementing corrosion specimens inside the calorimeter high temperature corrosion experiments according to ISO 21608 can be performed inside the calorimeter. Adiabatic measuring conditions can be provided by using two separate heating systems. Therefore, the outer “protective system” follows the temperature curve of the inner “measuring system” minimizing the temperature difference between the heating systems and simultaneously preventing heat losses from the measuring systems. T2 - 10th International Conference on Chemical, Biological and Environmental Engineering ICBEE 2018 CY - Berlin, Germany DA - 27.09.2018 KW - Adiabatic calorimeter KW - Thermal energy storage KW - Phase change material KW - Salt eutectics PY - 2018 DO - https://doi.org/10.7763/IPCBEE.2018.V103.6 VL - 103 SP - 21 EP - 28 AN - OPUS4-50363 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pfennig, A. A1 - Wolf, M. A1 - Kranzmann, Axel T1 - In-situ testing of corrosion and corrosion fatigue behavior of stainless steels in geothermal environment N2 - In CCS environment (carbon capture and storage) pipes are loaded statically and/or cyclically and at the same time exposed constantly to the highly corrosive hot thermal water. Experimental procedures such as ambient pressure immersions tests, in-situ corrosion fatigue experiments using a flexibly designed corrosion chamber at ambient pressure and a specially designed corrosion chamber at high pressure. Experimental set-ups for push/pull and rotation bending load are introduced. The corrosion behavior and lifetime reduction of high alloyed steels (X46Cr13, 1.4043), (X5CrNiCuNb16-4, 1.4542) and (X2CrNiMoN22-5-3, 1.4462) is demonstrated (T=60 °C, geothermal brine: Stuttgart Aquifer flow rate: 9 l/h, CO2 ). T2 - 10th International Conference on Chemical, Biological and Environmental Engineering ICBEE 2018 CY - Berlin, Germany DA - 27.09.2018 KW - Adiabatic calorimeter KW - Thermal energy storage KW - Phase change material KW - Salt eutectics PY - 2018 DO - https://doi.org/10.7763/IPCBEE.2018.V103.5 VL - 103 SP - 13 EP - 20 AN - OPUS4-50364 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Helmerich, Rosemarie A1 - Moldenhauer, Laura A1 - Voigt, Gerrit A1 - Köppe, E. T1 - Considerations for identification of moisture in building materials using Bluetooth (R) N2 - The vulnerability of low-quality concrete of some bridges to ageing and deterioration while they are exposed to environmental conditions during their service life, influence of growing population and climate changes, is a well-known effect and requires survey. For survey, the development of a low cost, cost-efficient sensor network to be embedded for continuous or attached to the surface for periodic monitoring is essential. Changing ground water conditions, flood or even leakage in fresh or disposal of waste water can lead to in-creased moisture content in building materials and structural elements as walls or floors. Moisture allows the transport of other adverse chemicals that might reduce the durability of structures. The paper presents a feasibility study about the capability of microwave modules as bluetooth® or ZigBee with frequency range at 2,4 GHz to create advanced Wireless Sensor Networks (WSN) for estimation and visualization of moisture distribution in infrastructure assets. It was found that the value of the received signal strength indication (RSSI) depends on the moisture content and can be the basis for the moisture distribution inside a massive structure. The microwave modules may be used to compose networks outside and inside of building materials or structural elements. The higher the number of connections between BLE modules, the more precise and the more distant information can be obtained from the network. Mesh networking was applied to increase the quantitative information. T2 - 9th International Conference on Bridge Maintenance, Safety and Management (IABMAS) CY - Melbourne, Australia DA - 09.07.2018 KW - Structural Health Monitoring KW - Moisture KW - Bluetooth PY - 2018 SN - 978-1-315-18939-0 SN - 978-1-138-73045-8 SP - 2752 EP - 2759 AN - OPUS4-50340 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Simon, Franz-Georg A1 - Barqawi, Haitham A1 - Chubarenko, B. A1 - Esiukova, E. A1 - Putna-Nimane, I. A1 - Barda, I. A1 - Strode, E. A1 - Purina, I. ED - Köppen, S. ED - Reckermann, M. T1 - EI‐GEO environmental impact of geosynthetics in aquatic systems N2 - EI‐GEO is a multinational research project (Germany, Latvia, Russia) funded under the ERA.Net RUS Plus Call 2017. Aim of the project is the investigation whether geosynthetics in hydraulic engineering applications could be a source of microplastics (MPs) and other contaminants to the aquatic environment causing negative effects to aquatic organisms. Whereas the behavior of geosynthetics in landfill engineering is well studied and documented since decades, little is known on application in applications such as coastal protection or ballast layers for wind energy plants. However, due to the rapid expansion of offshore wind energy, rising water levels and more extreme weather conditions as a result of climate change more and more hydraulic engineering projects will be realized in the future. Applied methods are artificial ageing of geosynthetics in environmental simulation chambers, storage of samples under environmental condition for comparison with laboratory simulation, sample characterization by microscopic methods and ecotoxicological testing of water in contact with geosynthetics. In parallel a case study at the Baltic Sea shore at Kaliningrad Oblast (Russia) will be performed. The aim of study is to estimate the level of pollution of the beaches by geosynthetic debris and identify the possible sources. T2 - 3rd Baltic Earth Conference CY - Online meeting DA - 02.06.2020 KW - Geosynthetics KW - Micro plastic KW - Hydraulic engineering PY - 2020 UR - https://www.baltic-earth.eu/hel2020/material/3rd_BalticEarth_Conference_Proceedings.pdf SN - 2198-4247 SP - 151 EP - 152 PB - International Baltic Earth Secretariat Publications CY - Geesthacht AN - OPUS4-50881 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ahmadi, Samim A1 - Hirsch, Philipp Daniel A1 - Lecompagnon, Julien A1 - Hassenstein, Christian A1 - Jung, P. A1 - Caire, G. A1 - Ziegler, Mathias T1 - New techniques in super resolution photothermal imaging for nondestructive testing N2 - In this work we focus on our most recent studies to super resolution (SR) laser thermography. The goal of SR nondestructive testing methods is to facilitate the separation of closely spaced defects. We explain how to combine laser scanning with SR techniques. It can be shown that stepwise as well as continuous scanning techniques are applicable. Finally, we discuss the effect of experimental parameters and im-age processing techniques to find the optimal SR technique which leads to the highest reconstruction quality within laser thermography. T2 - SMSI 2020 Conference CY - Online meeting DA - 22.06.2020 KW - Super resolution KW - Laser thermography KW - Nondestructive testing KW - Laser scanning KW - Photothermal imaging PY - 2020 DO - https://doi.org/10.5162/SMSI2020/C4.1 SP - 169 EP - 170 AN - OPUS4-50895 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ziegler, Mathias A1 - Ahmadi, Samim A1 - Hirsch, Philipp Daniel A1 - Lecompagnon, Julien A1 - Hassenstein, Christian A1 - Thiel, Erik A1 - Pech May, Nelson Wilbur T1 - Using spatial and temporal shaping of laser-induced diffuse thermal wave fields in thermography N2 - The diffuse nature of thermal waves is a fun-damental limitation in thermographic nonde-structive testing. In our studies we investigated different approaches by shaping the thermal wave fields which result from heating. We have used high-power laser sources to heat metallic samples. Using these spatial and temporal shaping techniques leads to a higher detection sensitivity in our measurements with the infra-red camera. In this contribution we show our implementation of shaping laser-induced diffuse thermal wave fields and the effect on the defect reconstruction quality. T2 - SMSI 2020 Conference CY - Online meeting DA - 22.06.2020 KW - Thermal wave KW - Diffusion KW - High-power laser KW - Thermography KW - Spatiotemporal shaping PY - 2020 DO - https://doi.org/10.5162/SMSI2020/C5.1 SP - 179 EP - 180 AN - OPUS4-50897 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lauschkin, Maik A1 - Bulling, Jannis A1 - Lugovtsova, Yevgeniya A1 - Wasmer, P. A1 - Prager, Jens T1 - Bestimmung von Materialparametern aus dem dispersiven Verhalten geführter Wellen mittels neuronaler Netze N2 - Damit eine Simulationsrechnung, beispielsweise mit einer FEM-Software, eine ausreichend hohe Genauigkeit erreicht, muss vorausgesetzt werden, dass die Modellparameter eine sehr hohe Güte aufweisen. Die genaue Kenntnis der Materialparameter ist dabei von besonderer Bedeutung. Um diese Parameter bestimmen zu können, müssen die verwendeten Werkstoffe messtechnisch charakterisiert werden. Neben anderen Ansätzen sind dafür akustische Verfahren im Ultraschallbereich geeignet. Für dünnwandige und plattenförmige Materialien können aus den sich ausbreitenden geführten Wellen messtechnisch Dispersionskurven bestimmt und aus diesen die Materialparameter abgeleitet werden. Da für die Signalverarbeitung und für Optimierungsaufgaben aktuell zunehmend Machine Learning Tools zum Einsatz kommen, stellt sich die Frage, ob diese Werkzeuge auch für die Ermittlung der Materialparameter aus den gemessenen Dispersionskurven eingesetzt werden können. In der vorgestellten Untersuchung soll ein Convolutional Neural Network aufgestellt werden, welches aus Dispersionsbildern Muster extrahiert und aus diesen eine Schätzung für die Materialparameter ermittelt. Um die Machbarkeit dieses Ansatzes zu prüfen, werden zunächst nur isotrope Materialien betrachtet. Für das Netz werden mit der Scaled-Boundary-Finite-Element-Methode synthetische Daten für das Trainieren und Validieren generiert. Zusätzlich werden die Hyperparameter des neuronalen Netzes variiert, um ein optimales Model für die Schätzung zu finden. Anschließend kann das Netz mit experimentellen Daten getestet und das Ergebnis hinsichtlich der Genauigkeit bewertet werden. T2 - DAGA 2020 - 46. Jahrestagung für Akustik CY - Meeting was canceled DA - 16.03.2020 KW - Machinelles Lernen KW - Geführte Ultraschallwellen KW - Materialcharakterisierung KW - Elastische Konstanten KW - Isotrope Materialien PY - 2020 SN - 978-3-939296-17-1 SP - 571 EP - 574 PB - Deutsche Gesellschaft für Akustik e.V. CY - Berlin AN - OPUS4-50765 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kowarik, Stefan A1 - Hicke, Konstantin A1 - Chruscicki, Sebastian A1 - Schukar, Marcus A1 - Breithaupt, Mathias A1 - Lämmerhirt, A. A1 - Pohl, P. A1 - Schubert, M. ED - Cranch, G. ED - Wang, A. ED - Digonnet, M. ED - Dragic, P. T1 - Train monitoring using distributed fiber optic acoustic sensing N2 - We use distributed acoustic sensing to determine the velocity of trains from train vibration patterns using artificial neural network and conventional algorithms. The velocity uncertainty depends on track conditions, train type and velocity. T2 - 27th International Conference on Optical Fiber Sensors (OFS) CY - Meeting was canceled DA - 08.06.2020 KW - Train monitoring KW - Distributed acoustic sensing KW - DAS KW - Distributed fiber optic sensing PY - 2020 SN - 978-1-55752-307-5 DO - https://doi.org/10.1364/OFS.2020.T3.25 SP - 1 EP - 4 PB - The Optical Society (Optical Society of America) CY - Washington D.C., USA AN - OPUS4-50758 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Plarre, Rüdiger ED - Trematerra, P. ED - Conti, B. T1 - Uninvited and welcomed guests in museums – biological management of clothes moths and woodworms N2 - In museums and historic houses clothes, moths (Tineola bisselliella, Tinea pellionella) and the furniture beetle (Anobium punctatum) are the most economically important pests on textiles or wooden artifacts, respectively. Their management is essential to protect cultural ethnological heritage and natural history collections for future generations. Pest management strategies have changed over time. Today, intensive knowledge on pest biology and overall material science are key cornerstones in IPM concepts - also for the Museum environment. The important first steps for sustainable pest management are risk assessment, early pest detection and identification of pathways of infestation. These steps are followed by physical and biological means of control, which have lately gained more importance than applying biocides. Several potentially effective biological enemies of clothes moths and woodworm have been known for a long time, but their promotion for pest control in Museums and historic houses is just beginning. This short review summarizes current concepts of pest life cycle interruption by applying good quarantine and very specific biological measures. The lessons learned from recent faunistic surveys, life-history studies as well as behavioral observations of parasitoids and predators of clothes moths and woodworm may supplement the pest management tool box. The need for further research in this field is addressed. T2 - Working Group Meeting "Integrated Protection of Stored Products" CY - Pisa, Italy DA - 03.09.2019 KW - Corynetes caeruleus KW - Biological control KW - Museum pests KW - Tineola bisselliella KW - Anobium punctatum KW - Apanteles carpatus KW - Baryscapus tineivorus PY - 2020 SN - 978-92-9067-333-0 VL - 148 SP - 266 EP - 273 AN - OPUS4-50543 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brandes, K. A1 - Kubowitz, P. A1 - Daum, Werner A1 - Hofmann, Detlef A1 - Basedau, Frank T1 - Lagrange Multiplikator-Test zur Detektierung von zunehmender Strukturschädigung N2 - Mit einem auf Lagrange-Multipiikator-Tests basierenden Monitoring von Brücken ist es gelungen, in Belastungsversuchen an einer Holzbrücke (7,25 m Spannweite), an der relativ kleine Schädigungen künstlich herbeigeführt worden waren, die Zuverlässigkeit dieser Art des Monitorings zu bestätigen. Ausgangspunkte waren Messung von Durchbiegungen sowie Krümmungen und die Zusammenführung der jeweiligen Regression mit Nebenbedingungen, die den mechanischen Bedingungen gehorchen, unter Einschluss von Lagrange-Multiplikatoren, die sich als brauchbare Testparameter erwiesen. T2 - 8. Symposium Experimentelle Untersuchungen von Baukonstruktionen CY - Dresden, Germany DA - 24.09.2015 KW - Schadensfrüherkennung KW - Strukturschädigung KW - Monitoring PY - 2015 SN - 1613-6934 N1 - Serientitel: Schriftenreihe Konstruktiver Ingenieurbau Dresden – Series title: Schriftenreihe Konstruktiver Ingenieurbau Dresden IS - 40 SP - 147 EP - 157 CY - Dresden AN - OPUS4-34793 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bernhard, J. A1 - Madia, Mauro A1 - Schork, B. A1 - Kucharczyk, P. A1 - Ngoula, D. A1 - Baumgartner, J. A1 - Schöne, Dieter T1 - Integrale bruchmechanische Ermittlung der Schwingfestigkeit von Schweißverbindungen: Validierung an Stumpfstößen und Kreuzstößen N2 - In diesem Beitrag soll das Validierungskonzept der IBESS-Prozedur, sowie erste Ergebnisse und Erkenntnisse der noch gegenwärtig laufenden Validierung vorgestellt werden. Die Vorstellung erfolgt dabei am Beispiel der im Projekt eingesetzten geschweißten Stumpfstoß- sowie Kreuzstoßverbindung. Neben der Validierung des analytischen bruchmechanischen Modells zur Ermittlung der Schwingfestigkeit, steht auch die Validierung von Kriterien zur Interaktion und Koaleszenz von kurzen Mehrfachrissen im Fokus. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 KW - Schwingfestigkeit KW - Bruchmechanik KW - IBESS PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 306 EP - 310 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34797 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Tchuindjang, D. A1 - Madia, Mauro A1 - Fricke, W. A1 - Hensel, J. T1 - Integrale bruchmechanische Ermittlung der Schwingfestigkeit von Schweißverbindungen: Validierung an Längsstreifen N2 - Zur Validierung der IBESS-Prozedur wurden Schwingfestigkeitsuntersuchungen an Längssteifen aus S355 NL durchführt. Neben dem Einfluss der Mittelspannung wurde der Einfluss der Eigenspannung und der Kerbschärfe experimentell untersucht. Die durchgeführten Schwingfestigkeitsversuche zeigen einen geringen Einfluss der Mittelspannung und der Eigenspannungen, wobei der Einfluss der Nahtgeometrie deutlich sichtbar ist. Proben mit geringerem Nahtanstiegswinkel zeigen eine höhere Schwingfestigkeit, was vor allem auf die längere Rissinitiierungsphase zurückzuführen ist. Die gemessenen und berechneten Schweißeigenspannungen ergeben Quereigenspannungen von bis zu 80% der Streckgrenze. Die zyklische Belastung der Probe zeigt, dass die Eigenspannungen sich beim ersten Lastzyklus signifikant durch Plastifizierung abbauen. Die Simulation des Rissschließens zeigt eine Abhängigkeit vom Lastniveau; von der Mittelspannung und von der Netzdichte. Das Rissschließen tritt an der Plattenoberfläche früher als am tiefsten Punkt des Risses auf. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 KW - Schwingfestigkeit KW - Bruchmechanik KW - IBESS PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 310 EP - 316 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34798 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madia, Mauro A1 - Zerbst, Uwe A1 - Beier, H.T. A1 - Schöne, Dieter T1 - Analytische Beschreibung von Rissarrest, Kurz- und Langrisswachstum in Schweißverbindungen N2 - Kernstück der angestrebten IBESS-Prozedur ist eine analytische Methode zur bruchmechanischen Beschreibung der Rissausbreitung unter Schwingbelastung. Da man es im Bereich der Schwingfestigkeit mit kurzen Rissen zu tun hat, auf die die etablierten Methoden der Langrissbruchmechanik nicht anwendbar sind, werden Lösungen entwickelt, die es erlauben, sowohl die rissnahen Plastizitätsverhältnisse als auch die mit wachsendem Riss graduell zunehmenden Rissschließeffekte quantitativ zu beschreiben. Unter Einbeziehung der sogenannten "zyklischen R-Kurve", deren experimentelle Methodik ebenfalls im Rahmen des Projekts weiterentwickelt wird, ist es zudem möglich, Ausgangsrissgrößen vorherzusagen, die auf Dauerfestigkeitsniveau gerade so noch arretieren würden. Dies erlaubt umgekehrt eine Abschätzung der Dauerfestigkeit an realen Bauteilen wie eben Schweißnähten sowie die statistisch basierte, analytische Vorhersage des Zeitfestigkeitsastes der Wöhlerkurve. Die im Modell berücksichtigten Parameter bzw. deren statistische Verteilung schließen Werkstoffdaten und die lokale Nahtgeometrie (Nachtübergangsradius, Nahtanstiegswinkel, Einbrandkerben oder Oberflächenrauhigkeit) ein. Im Vortrag wird das analytische Modell vorgestellt und vor dem Hintergrund der im IBESS-Cluster bereitgestellten experimentellen Information diskutiert. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 KW - Schwingfestigkeit KW - Bruchmechanik KW - IBESS PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 300 EP - 306 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34799 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schork, B. A1 - Zerbst, Uwe A1 - Kucharczyk, P. A1 - Bernhard, J. A1 - Kaffenberger, M. A1 - Baumgartner, J. A1 - Oechsner, M. T1 - Imperfektionen für die schwingbruchmechanische Bewertung von Schweißverbindungen N2 - Bruchmechanischen Bewertungsmethoden liegt stets eine tatsachlich vorhandene oder fiktive Anfangsrisslange zu Grunde. Schweißverbindungen sind mit strukturellen Imperfektionen wie beispielsweise lnhomogenitaten in der Mikrostruktur und den Werkstoffeigenschaften behaftet, welche auf der Werkstoffseite berücksichtigt werden können. Imperfektionen wie der Kantenversatz und der Nahtübergangsradius, die als außere geometrische Imperfektionen aufgefasst werden können, haben vor allem Auswirkungen auf den Spannungszustand und werden daher auf der Lastseite erfasst. Innere geometrische Imperfektionen wie Einschlüsse oder Poren, von welchen Risse initiieren und sich ausbreiten, können als Ausgangsrissgröße aufgefasst werden. Im Teilprojekt A1 des Forschungsclusters IBESS wurden außere geometrische Imperfektionen an Schweißverbindungen ermittelt und statistisch ausgewertet. Des Weiteren wurden Schweißverbindungen fraktografisch im Rasterelektronenmikroskop (REM) bezüglich innerer geometrischer Imperfektionen untersucht, jedoch konnten aufgrund der hohen Schweißgütekeine schadigungsrelevanten inneren Imperfektionen (Ausgangsdefekte) detektiert werden. Um dennoch eine Ausgangsrisskonfiguration zu bestimmen, wurden "Heat-Tinting" Versuche eingesetzt, mit denen auf der Bruchflache verschiedene Anrissstadien markiert werden können. Mit dem .Heat-Tinting" Verfahren können sehr kleine Anrisse detektiert und in Abhangigkeit von der Beanspruchung frühe Anrisskonfigurationen ermittelt werden. Des Weiteren haben Zerbst und Madia im Teilprojekt A3 ein Modell entwickelt, mit dem für den Grundwerkstoff mittels zyklischer R-Kurven eine Ausgangsrissgröße rechnerisch ermittelt werden kann. Unter Verwendung der Ergebnisse aus den Versuchen zur Ermittlung der Anrissstadien soll dieses Modell validiert werden, um auch für Schweißverbindungen Anwendung zu finden. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 KW - Schwingfestigkeit KW - Bruchmechanik KW - IBESS PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 271 EP - 277 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34800 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zerbst, Uwe A1 - Beier, H.T. A1 - Nitschke-Pagel, T. T1 - IBESS: Integrale Bruchmechanische Ermittlung der Schwingfestigkeit von Schweißverbindungen - Eine Einführung N2 - Die Projektbezeichnung IBESS steht für .Integrale Bruchmechanische Ermittlung der Schwingfestigkeit von Schweißverbindungen". Ziel des von acht Partnern vorangetriebenen AiF-DFG-Forschungsclusters IBESS ist die Entwicklung eines Ansatzes zur bruchmechanischen Ermittlung der Schwingfestigkeit von Schweißverbindungen. Die Arbeiten umfassen grundlegende Untersuchungen zum Wachstum und Arrest kurzer Risse, zur Ausbildung und Beeinflussung von Schweißeigenspannungen unter zyklischer Last, zum Einfluss der lokalen Nahtgeometrie auf die Rissausbreitung, zum Mehrfachriss-Phänomen oberhalb des Dauerfestigkeitsniveaus sowie zum Koaleszenzverhalten benachbarter Risse. Die gewonnenen Erkenntnisse fließen in ein analytisches Modell zur Ermittlung der Schwingfestigkeit ein, das physikalisch begründete und mithin sehr viel individuellere Vorhersagen des Ermüdungsverhaltens von Schweißnähten ermöglichen soll, als das auf konventioneller Basis bislang möglich ist. Ein nicht geringer Teil der Aktivitäten des Clusters ist mit der Bereitstellung von Daten zur Validierung befasst. Diese wird auf verschiedenen Ebenen vorgenommen, von der Beschreibung des Wachstuns von Einzelrissen über ihr Zusammenwachsen bis hin zur kompletten Wöhlerkurve. Ziel dieses Vortrags ist ein kurzer Überblick über das IBESS-Gesamtprojekt, das dem Zuhörer eine Einordnung der im IBESS-Vortragsblock vorgestellten Einzelaktivitäten ermöglichen soll. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 KW - Schwingfestigkeit KW - Bruchmechanik KW - IBESS PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 265 EP - 271 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34801 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruschwitz, Sabine A1 - Feldmann, R. ED - Schuhmann, R. T1 - Zerstörungsfreie Feuchtemessung an Estrichen - ein multi-sensorischer Ansatz mit Methodenvergleich N2 - Feuchte und Salz können die Mikrostruktur poröser Baustoffe maßgeblich verändern, oft sind sie die Ursache von sowohl chemischen als auch mechanischen Schädigungen und Korrosion. Im speziellen Fall von Fußbodenestrichen ist gerade die Frage nach der Belegreife für Fußbodenleger von immer wiederkehrender Bedeutung. Dieser Beitrag beschäftigt sich mit den Vor- und Nachteilen verschiedener zerstörungsfreier, feuchtesensitiver Messmethoden und vergleicht die Ergebnisse mit denen der baustellenüblichen zerstörenden Tests. Kapazitive Methoden und Bodenradar scheinen am erfolgversprechensten im Bezug auf flächige Feuchtemessungen, aber auch sie eignen sich derzeit noch nicht als eigenständige, sofort ersetzbare Absolutmessgeräte, sondern eher als schnelle Relativverfahren fürs Monitoring. T2 - 8. CMM-Tagung 2015 - Innovative Feuchtemessung in Forschung und Praxis - Material - Prozesse - Systeme CY - Karlsruhe, Germany DA - 07.10.2015 KW - Estrich KW - Feuchtemessung KW - Radar KW - Hydratation KW - Baustoffe KW - Feuchte KW - Zerstörungsfreie Prüfung KW - Kapazitive Methoden PY - 2015 N1 - Serientitel: Innovative Feuchtemessung in Forschung und Praxis – Series title: Innovative Feuchtemessung in Forschung und Praxis VL - 8 SP - 79 EP - 91 AN - OPUS4-34763 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Petrat, T. A1 - Graf, B. A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Laser-Pulver-Auftragschweißen zum additiven Aufbau komplexer Formen N2 - Das Laser-Pulver-Auftragschweißen als additives Fertigungsverfahren ermöglicht einen endformnahen Aufbau von Bauteilen. Ein Zielkonflikt besteht zwischen der Forderung nach hoher Aufbaurate und hoher Endformnähe, welcher von der Schweißraupengröße wesentlich beeinflusst wird. In dieser Veröffentlichung wird das Laser-Pulver-Auftragschweißen eingesetzt, um komplexe Formen additiv aufzubauen. Am Beispiel eines Tannenbaumprofiles werden unterschiedliche Einflussfaktoren dargestellt. Dazu gehören die Raupengeometrie, die Überlappung einzelner Raupen, die Verwendung unterschiedlicher Aufbaustrategien und die Teilung des Gesamtkörpers in Teilkörper. Der Zielkonflikt wird durch die Herstellung von Probekörpern mit unterschiedlichen Steigungswinkeln an den Seitenflächen verdeutlicht. Die Ergebnisse zeigen eine verbesserte Endformnähe in Bereichen flacher Steigung beim Einsatz kleiner Schweißraupen. Im Vergleich dazu erlauben die Schweißparameter der großen Raupen eine 5-fach höhere Aufbaurate. Bei einer Raupenüberlappung kleiner und großer Raupengeometrien innerhalb einer Lage treten Anbindungsfehler auf. Strategien zur Behebung dieses Fehlers durch Anpassung der Schweißreihenfolge werden in dieser Veröffentlichung aufgezeigt. Diese Erfahrungen werden genutzt, um einen Gesamtkörper aus Teilkörpern unterschiedlicher Raupengeometrien zu fertigen. T2 - DVS Congress 2015 - Große Schweißtechnische Tagung CY - Nuremberg, Germany DA - 14.09.2015 PY - 2015 SN - 978-3-945023-46-4 N1 - Serientitel: DVS-Berichte – Series title: DVS-Berichte IS - 315 SP - 126 EP - 129 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-34770 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wosniok, Aleksander A1 - Krebber, Katerina ED - Karabay, G. ED - Kara, S. T1 - Smart geosynthetics for structural health monitoring using fully distributed fiber optic sensors N2 - We report on the development of a complete system for structural health monitaring of large-scale geotechnical structures. The system uses Brillouin frequency domain analysis (BOFDA) for distributed measurement of strain and temperature along glass optical fibers (GOFs) by determining the so-called Brillouin frequency shift (BFS). ln a number of research activities we managed to optimize the BOFDA measurement setup regarding the spatial resolution and the accuracy of the measured quantities. Moreover, we realized a simultaneaus measurement of strain and temperature by using nonzero dispersion-shifted fibers (NZDSFs) with several multiple Brillouin scattering resonances. ln cooperation with our German and ltalian industry partners we finally succeeded in fabricating low-attenuation smart geosynthetics as a sensor component of a fully distributed Brillouin-based fiber optic monitaring system. T2 - 6th International Technical Textiles Congress CY - Izmir, Turkey DA - 14.10.2015 KW - Brillouin scattering KW - Distributed sensor KW - Fiberoptic sensor KW - Optical fiber KW - Structural health monitoring PY - 2015 SN - 978-975-441-448-6 SP - 215 EP - 218 PB - Meta Basim Pr. AN - OPUS4-34772 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seuthe, T. A1 - Grehn, M. A1 - Mermillod-Blondin, A. A1 - Bonse, Jörn A1 - Eberstein, M. T1 - Requirements on glasses for femtosecond-laser based micro-structuring N2 - In this work, glasses with systematically varied compositions were manufactured and irradiated by single Ti:sapphire fs-laserpulses (800 nm, 120 fs), focused at the surface and into the bulk of the glass materials. The samples were tested for their ablation threshold fluence as well as for structural changes using µ-Raman-spectroscopy. Correlations between the glass composition, the material-ablation on the glass surface and the permanent changes of the refractive index inside the glass volume after the irradiation by fs-laser pulses were obtained. The results show, that the structural modifications found at the surface of the glasses and inside its volume are closely related. However, while the ablation threshold fluence of the glass surface primarily depends on the glass dissociation energy, the permanent refractive index change inside the volume is rather determined by its ability for absorbing the fs-laser pulses and the subsequent relaxation processes. The results of this work provide some guidance on how the glass composition can be varied in order to optimize the fs-laser induced modification of dielectrics. T2 - 11th International Conference on Ceramic Interconnect & Ceramic Microsystems Technologies CY - Dresden, Germany DA - 20.04.2015 PY - 2015 SN - 978-1-5108-0456-2 DO - https://doi.org/10.4071/CICMT-TA24 SP - 47 EP - 53 PB - Curran CY - Red Hook, NY, USA AN - OPUS4-34755 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, P. A1 - Zerbst, Uwe ED - Hütter, G. ED - Zybell, L. T1 - Fracture mechanics assessment of welded components at static loading N2 - Special aspects of welded components such as geometrical imperfections, inhomogeneity, strength mismatch and welding residual stresses have to be taken into account in a fracture mechanics analysis since they affect the crack driving force in the component as weil as the fracture resistance of the material. The treatment of components subjected to static loading is based on methods such as the European SINT AP procedure, which has been validated in a nurober of case studies. In the present paper the influence of strength mismatch and residual stresses on the fracture resistance and the assessment of a component are discussed. T2 - International symposium 'Recent trends in fracture and damage mechanics' CY - Freiberg/Sachsen, Germany DA - 24.09.2015 KW - Fracture mechanics KW - Weldments PY - 2015 SN - 978-3-319-21466-5 SP - Part II, 61 EP - 86 PB - Springer AN - OPUS4-34758 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Salg, Steffen A1 - Malow, Marcus A1 - Michael-Schulz, Heike T1 - Wie beeinflussen nicht-atmosphärische Bedingungen das Deflagrationsverhalten? N2 - Zur Bestimmung der Deflagrationsfähigkeit von energiereichen Stoffen/ Gemischen wurde zuletzt ein Vier-Liter-Autoklav vorgeschlagen, der im Vergleich zu den derzeit gängigen Prüfmethoden eine Reihe von Vorteilen bietet. In diesem Beitrag wird der Frage nachgegangen, wie nicht-atmosphärische Bedingungen das Deflagrationsverhalten beeinflussen. Zur Beantwortung dieser Frage wurden weitere Experimente im genannten Autoklaven und in einem kleineren Autoklaven durchgeführt. Im Wesentlichen lässt sich feststellen, dass der Druck im Probengefäß vor Versuchsbeginn, insbesondere reduzierter Ausgangsdruck < 1 bar Auswirkungen auf das Deflagrationsverhalten hat. Das Vorhandensein einer reinen Stickstoffatmosphäre hingegen, beeinflusst das Deflagrationsverhalten nicht. T2 - 12. Fachtagung Anlagen-, Arbeits- und Umweltsicherheit CY - Köthen, Germany DA - 05.11.2015 KW - Deflagration KW - Geschlossener Behälter KW - Autoklav KW - Nicht-atmosphärische Bedingungen PY - 2015 SN - 978-3-86011-091-1 SP - P12, 1 EP - 4 AN - OPUS4-34821 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Woydt, Mathias A1 - Mohrbacher, H. ED - Singh, D. ED - Salem, J. ED - Wang, J. ED - Kirihara, S. T1 - Hardmetals based on niobium carbide (NbC) versus casted NbC bearing MMCs N2 - Thc tribological behavior under dry sliding of a Fe3Al-NbC composite prepared by pyrometallurgical synthesis is compared to NbC-based hard metals bonded by cobalt or Fe3Al. The dry sliding wear resistance (0,1-7/10 m/s) of the present Fe3Al-NbC with 60% NbC was close to those known of NbC-based hard metals. No grain pull-outs or fragmentations of the NbC grains were seen in the wear tracks, as a metallurgical interphase was formed between matrix and NbC grains. T2 - 39th International conference on advanced ceramics and composites CY - Daytona Beach, FL, USA DA - 25.01.2015 PY - 2015 SN - 978-1-119-21128-0 SP - 87 EP - 92 PB - Wiley AN - OPUS4-34888 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baier, Jennifa A1 - Beck, Uwe A1 - Hidde, Gundula A1 - Hielscher, Stefan A1 - Lange, Thorid A1 - Mix, Renate T1 - Plasmagestützte Oberflächenfunktionalisierung von Polypropylen (PP) N2 - Polypropylen (PP) ist als Niedrigenergie-Polymer ohne nass- und plasmachemische Vorbehandlung weder haftfest zu beschichten noch verbundfest zu kleben. Typische Haft- bzw. Klebfestigkeiten liegen für die unbehandelte Polymeroberfläche bei maximal 0,5 MPa. Hinzu kommt, dass bei der Bestimmung von Haft- und Klebfestigkeiten der unmodifizierten Oberfläche mit großen Streuungen zu rechnen ist, die bezogen auf die Spannweite durchaus einem Faktor 5 entsprechen können. Generell besteht bei Prüfung der Haftfestigkeit mittels Stirnabzugsversuch und bei der Prüfung der Klebfestigkeit die Notwendigkeit eines statistisch validierten Herangehens. Hierzu sind zeitaufwändige Ein-Proben-Klebungen und -Prüfungen nur eingeschränkt geeignet. Zudem ist, insbesondere für geringe Haft- bzw. Klebfestigkeiten, ein querkraftfreies Prüfen Grundvoraussetzung. Im vorliegenden Beitrag werden verschiedenartige plasmagestützte Oberflächenfunktionalisierungen von PP sowie das Mehr-Proben-Konzept zur Klebung/Prüfung von bis zu acht Proben vorgestellt. Dazu werden ein BAM-Funktionsmuster einer Mehr-Proben-Kleb-Vorrichtung und eine kommerzielle analytische Zentrifuge zum Prüfen verwendet. T2 - 24. Workshop des Anwenderkreises Atmosphärendruckplasma "Haftung durch Oberflächenfunktionalisierung" CY - Erfurt, Germany DA - 11.11.2015 KW - Plasmamodifizierung KW - Polypropylen KW - Haftfestigkeit KW - Klebfestigkeit KW - Mehr-Proben-Kleben/-Prüfen PY - 2015 SP - 1 EP - 6 PB - Anwenderkreis Atmosphärendruckplasma CY - Jena AN - OPUS4-34838 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weise, Frank A1 - Voland, Katja A1 - Meng, Birgit ED - Ludwig, H.-M. T1 - AKR unter kombinierten Einwirkungen - Rissbildungs- und Transportmechanismen N2 - ln den letzten Jahren sind im deutschen Bundesautobahnnetz verstärkt Schäden an Betonfahrbahndecken aufgetreten, die mit einer Alkali-Kieselsäure-Reaktion (AKR) in Verbindung gebracht werden. Die damit einhergehende oft drastische Reduzierung der Nutzungsdauer der Betonfahrbahndecke führte zu einer starken Intensivierung der Forschung auf diesem Gebiet. Zentraler Forschungsgegenstand war bisher neben der Suche nach geeigneten präventiven betontechnologischen Maßnahmen vor allem die Entwicklung performanceorientierter Prüfverfahren zur AKR-Prävention. Dabei wurden insbesondere die klimatischen Einwirkungen auf die Betonfahrbahndecke und der externe Alkalieintrag zeitraffend simuliert. Die zusätzlich interagierenden mechanischen Einwirkungen aus dem Verkehr fanden bisher keine Berücksichtigung. Vor diesem Hintergrund verfolgt die 2011 eingerichtete und 2015 um weitere drei Jahre verlängerte DFG-Forschergruppe 1498 u. a. das Ziel, den Einfluss einer mechanisch induzierten Vorschädigung (Ermüdungsbeanspruchung) auf den AKR-Schädigungsprozess zu klären. Die hierfür erforderliche Beschreibung der vielfältigen interagierenden Schädigungs- und Transportprozesse erfordert eine enge Verknüpfung von Experimenten mit einer mehrskaligen Modellierung. Die experimentelle Basis bildet die mechanische Vorschädigung (Ermüdung) großformatiger Balken aus einem Fahrbahndeckenbeton mit einem erhöhten AKR-Schädigungspotenzial. Aus diesen Balken werden nach der Ermüdungsbeanspruchung kleinformatige Probekörper gewonnen, an denen die Auswirkungen der mechanischen Vorschädigung auf das Betongefüge und die interagierenden Transport- und Schädigungsprozesse analysiert werden. Das Teilprojekt der SAM hat in diesem Kontext die Aufgabe, ganzheitlich die Rissbildungsprozesse und den interagierenden Eintrag bzw. Auslaugung der Alkalien von der mechanisch induzierten Vorschädigung bis zum AKR-Schädigungsprozess in enger Abstimmung mit den Forschungspartnern zu untersuchen. Den Schwerpunkt dieses Beitrags bildet die Charakterisierung der Rissbildungsprozesse durch die mechanische Vorschädigung und ihrer Auswirkungen auf die interagierenden Transportprozesse. Das schließt die Vorstellung der hierfür angewandten innovative Prüftechniken und Prüfmethodologien ein. T2 - 19. Ibausil - Internationale Baustofftagung CY - Weimar, Germany DA - 16.09.2015 KW - Betonfahrdecke KW - Ermüdung KW - Transportprozess KW - Ultraschall KW - Schallemissionsanalyse KW - Computertomografie KW - Laser-induced breakldown spectroscopy PY - 2015 SN - 978-3-00-050225-5 VL - 1 SP - 1 - 1461 EP - 1 - 1471 AN - OPUS4-34864 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Woydt, Mathias A1 - Mohrbacher, H. T1 - The background for the use of hardmetals and MMCs based on niobium carbide (NbC) as cutting tools and for wear resistant tribosystems N2 - In this present study, the mechanical properties (strength, hardness, moduli) and the dry sliding properties of stoichiometric and sub-stoichiometric NbC were compared. Microhardness and elastic properties of NbC depend from the C/Nb ratio, because the binary phase diagram Nb-C shows a region of homogeneity of NbCx of 0,72≤ x ≤1.0. At RT, hard metals of stoichiometric NbC have an elastic modulus E of ~440 GPa, those of substochiometric NbC0,88 an E of 405 GPa. The hot hardness of sub-stoichiometric NbC is above 600°C higher than of WC. The dry sliding wear resistance (0,1-7/10 m/s) of the present Fe3Al-NbC0,94 with ~61 vol.-% NbC as hard phase was close to those known of NbC-based hard metals. No grain pull-outs or fragmentations of the NbC grains were seen in the wear tracks of the Fe3Al-NbC composite (MMC), as a metallurgical interphase was formed between matrix and NbC grains. Stoichiometric and sub-stoichiometric niobium carbides have at RT and 400°C under dry sliding a prone intrinsic wear resistance more or less independent from sliding speed, either as hardmetal or as hard phase in metal matrix composite, associated with an exceptional high load carrying capacity. T2 - 3rd International Conference on Stone and Concrete Machining (ICSCM) CY - Bochum, Germany DA - 02.11.2015 KW - NbC KW - Niobium carbide KW - Cobalt KW - Fe3Al KW - Hardmetals KW - Metal matrix composite KW - Wear resistance KW - Cutting KW - Milling PY - 2015 SN - 978-3-943063-20-2 SP - 199 EP - 207 PB - Ruhr-Universität Bochum CY - Bochum AN - OPUS4-34846 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. A1 - Bartholmai, Matthias A1 - Lazik, D. T1 - Near real-time reconstruction of 2D soil gas distribution from a regular network of linear gas sensors N2 - A monitoring method is introduced that creates, in near real-time, two-dimensional (2D) maps of the soil gas distribution. The method combines linear gas sensing technology for in-situ monitoring of gases in soil with the mapping capabilities of Computed Tomography (CT) to reconstruct spatial and temporal resolved gas distribution maps. A weighted iterative algebraic reconstruction method based on Maximum Likelihood with Expectation Maximization (MLEM) in combination with a source-by-source reconstruction approach is introduced that works with a sparse setup of orthogonally-aligned linear gas sensors. The reconstruction method successfully reduces artifact production, especially when multiple gas sources are present, allowing the discrimination between true and non-existing so-called ghost source locations. A first experimental test indicates the high potential of the proposed method for, e.g., rapid gas leak localization. T2 - IEEE Sensors 2015 CY - Busan, South Korea DA - 01.11.2015 KW - Distributed linear sensor KW - Membrane-based gas sensing KW - Subsurface monitoring KW - Gas storage areas KW - Computed tomography PY - 2015 SN - 978-1-4799-8202-8 SN - 1930-0395 SP - 1550 EP - 1553 PB - IEEE AN - OPUS4-34849 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kluge, Martin A1 - Kreißig, Michael A1 - Liebner, Christian A1 - Spoormaker, T. T1 - Identifizierung von sicherheitstechnisch gefährlichen Bedingungen für schlagartige Kompressionsvorgänge chemisch instabiler Gase im industriellen Maßstab N2 - Tetrafluorethen wird von der Polymerindustrie seit Jahrzenten als monomeres Ausgangsmaterial sowohl für die Herstellung von Polymeren (PTFE) als auch für Kopolymere (PCTFE) eingesetzt. Aufgrund seiner Eigenschaft als chemisch instabiles Gas kann TFE auch ohne Luftsauerstoff oder einen anderen Oxydator explosionsartig zerfallen. Nach der Initiierung des Zerfalls kann dieser unter bestimmten Bedingungen aufgrund des exothermen Reaktionsverhaltens sich selbstständig in Apparaten und Rohrleitungen ausbreiten. Dies geht aufgrund der freigesetzten Reaktionsenthalpie mit einem schlagartigen Anstieg von Druck und Temperatur einher, was zu erheblichen Belastungen der Materialien bis hin zum Versagen und Bruch und möglichen Folgeschäden einschließlich Personenschäden führen kann und in der Vergangenheit bereits mehrfach geführt hat. Besonders nach Wartungsarbeiten besteht die Gefahr, dass Teilabschnitte im Rohrleitungssystem mit TFE, Stickstoff oder Luft gefüllt sind mit Drücken in einem Bereich zwischen technischem Vakuum und atmosphärischem Druck wohingegen angrenzende Rohrabschnitte oder Behälter immer noch TFE bei Betriebsdrücken bis 32 bar enthalten können. Dabei sind die Abschnitte in der Praxis häufig durch Kugelhähne voneinander getrennt, die aufgrund ihrer Öffnungscharakteristik bereits bei geringen Betätigungswinkeln eine große Querschnittsfreigabe für die Strömung im Rohr ermöglichen. Dadurch können schlagartige Kompressionsvorgänge des Gases im Niederdruckbereich ermöglicht werden, die allein aufgrund der thermodynamischen Zustandsänderung zu einer erheblichen Temperaturerhöhung führen und im schlimmsten Fall zur Initiierung der Zerfallsreaktion führen können. Es wird erstmalig ein Versuchsaufbau im Industriemaßstab, der einer explosionsartigen Zerfallsreaktion von TFE standhalten kann. Zahlreiche Sicherheitskonzepte einschließlich diverser Berstscheibenkonfigurationen als auch zeitgesteuerte Schnellschlussventile wurden eingehend untersucht und bewertet, um die optimale Versuchskonfiguration für bestmögliche Reproduzierbarkeit festzulegen. Es fand eine systematische Untersuchung der schlagartigen Kompression der Systeme Luft/Luft, TFE/Luft, TFE/TFE und TFE/N2 statt. In der Hochdrucksektion wurden Drücke bis 30 bar realisiert und im Niederdrucksektor konnten Anfangsdrücke im Bereich weniger Millibar bis hin zu Atmosphärendruck eingestellt werden. Als Hauptergebnis wurde ein „Hazard diagram" erstellt, mit dessen Hilfe die Zündwahrscheinlichkeit in Abhängigkeit vom Hochdruck und Niederdruck abgeschätzt werden kann. Gefährliche Bedingungen in Rohrleitungen können dadurch auf einfachem Weg identifiziert werden. Als Referenzsystem zur Beurteilung der maximal erreichbaren nicht reaktiven Kompressionstemperaturen wurde Luft/Luft verwendet. Die damit ermittelten Daten dienten zur Bewertung von zusätzlichen exothermen Effekten, wie sie etwa bei Vorreaktion des TFE im Falle einer Dimerisierung auftreten können. Entgegen der ursprünglichen Annahme konnten die Systeme TFE/Stickstoff und TFE/TFE im verwendeten Aufbau nicht durch Kompressionsvorgänge gezündet werden. T2 - 12. Fachtagung Anlagen-, Arbeits- und Umweltsicherheit CY - Köthen, Germany DA - 05.11.2015 KW - Tetrafluoroethen KW - Zerfall KW - Selbstentzündung KW - Adiabate Kompression PY - 2015 SN - 978-3-86011-091-1 SP - 1 EP - 10 AN - OPUS4-34852 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pfeffer, D. A1 - Scholz, Christian A1 - Belly, C. A1 - Wäsche, Rolf A1 - Schlaak, H.F. A1 - Pott, P.P. T1 - Influence of the actuation waveform on the performance of piezoelectric stick-slip actuators N2 - Performance and efficiency of piezo-electric stick-slip actuators are dependent on the waveform of the electrical actuation of the piezo-stack. This paper compares between a conventional saw-tooth actuation with two waveforms that feature softer acceleration in order to minimize the duration of the slip-phase. It is shown that the proposed waveforms increase both maximum mechanical output power (by 43%) and overall efficiency (by 25%) of the examined actuator. T2 - IKMT 2015 - Innovative Klein- und Mikroantriebstechnik CY - Köln, Germany DA - 14.09.2015 PY - 2015 SN - 978-3-8007-4072-7 N1 - Serientitel: ETG-Fachbericht – Series title: ETG-Fachbericht VL - 146 SP - 100 EP - 104 AN - OPUS4-34883 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Woydt, Mathias A1 - Mohrbacher, H. T1 - Influence of stoichiometry and processing on the tribological profile of hardmetals based on niobium carbide (NbC) N2 - The tribological behavior under dry sliding of a Fe3Al-NbC composite prepared by pyro-metallurgical synthesis is compared to different SPS sintered NbC-based hardmetals bonded by cobalt or Fe3AI. The dry sliding wear resistance (0. 1-7 /10 m/s) of the present Fe3Al-NbC with -60 % NbC was close to those known ofNbC-based hard metals. No grain pull-outs or fragmentations of the NbC grains were seen in the wear tracks of the Fe3Al-NbC composite, as a metallurgical interphase was formed between matrix and NbC grains. The physical prope1ties of melt grown NbC match those known from powder metallurgically sintered NbC using powders converted from Nb205. T2 - International conference on powder metallurgy & particulate materials 2015 CY - San Diego, USA DA - 17.05.2015 PY - 2015 SN - 978-1-943694-01-3 SP - 08-83 EP - 08-91 CY - Princeton, NJ, USA AN - OPUS4-34884 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Knechtel, Sophie A1 - Schmidt, Simon A1 - Mishra, K. B. A1 - Wehrstedt, Klaus-Dieter T1 - Modellierung der Hauptbrandszenarien von flüssigem Wasserstoff (LH2) mittels CFD N2 - Die sichere Lagerung und der Transport von Flüssigwasserstoff (LH2) verlangen nach verlässlichen Abschätzungen möglicher Risiken durch Feuer oder Explosion. Aufgrund des breiten Explosionsbereichs (4 Vol.-% - 74 Vol.-%) reagiert Wasserstoff sehr schnell und produziert hohe Flammentemperaturen. Da Wasserstoffflammen ruß- bzw. farblos sind, ist Wärmestrahlung im Fernfeld kein Risikofaktor. Allerdings stellen die hohe lokale Wärmestrahlung und die nicht sichtbaren Flammen eine Gefahr für Menschen und Infrastruktur in der Nähe dar. Es ist daher notwendig die Gefahren von LH2-Feuern sorgfältig zu bewerten. Einerseits sind experimentelle Untersuchungen verschiedener Szenarien teuer, andererseits können sie teilweise auch praktisch nicht durchführbar sein. Numerische Simulationen dieser Szenarien können ein Ausweg aus diesem Problem sein. In der vorliegenden Arbeit wird ein solcher Ansatz genutzt, um große Brandszenarien mit LH2 mittels CFD (Computational Fluid Dynamics) zu modellieren und so die notwendigen Sicherheitsabstände abzuschätzen. Der Fokus liegt dabei auf der Simulation von Jet- und Pool-Feuerszenarien mit einem kommerziellen CFD-Code (Ansys CFX). Die benötigten geometrischen Modelle werden für Jet- und Pool-Feuer erstellt und mit den nötigen Randbedingungen implementiert. Wichtige Submodelle für chemische Reaktionen (Einschritt- und detaillierte Modelle), Verbrennung (Eddy-Dissipation- und Flamelet-Modell) und Strahlung (Discrete-Transfer-Modell) werden genutzt. Die maximal simulierten Flammentemperaturen liegen bei ~2100 K für Jet-Feuer und ~2300 K für Pool-Feuer. Um Aussagen zu thermischen Sicherheitsabständen zu treffen, wurden die Spezifischen Ausstrahlungen (SEP) ermittelt und anschließend entsprechende Positionsfaktoren gewählt, um verlässliche Sicherheitsabstände zu berechnen. Je nach Bedarf können CFD-Modelle sowohl für qualitative als auch für quantitative Risikobewertungen von LH2-Großbränden genutzt werden. T2 - 12. Fachtagung Anlagen-, Arbeits- und Umweltsicherheit CY - Köthen, Germany DA - 05.11.2015 KW - Flüssigwasserstoff KW - Großbrand KW - Poolfeuer KW - Jet-Feuer KW - CFD KW - Sicherheitsabstand PY - 2015 SN - 978-3-86011-091-1 SP - Paper P-11, 1 EP - 8 AN - OPUS4-34827 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Helmecke, E. A1 - Fleßner, M. A1 - Kaufmann, M. A1 - Staude, Andreas A1 - Hausotte, T. T1 - Numerical measurement uncertainty determination for dimensional measurements of microparts with CT N2 - Up to now, the only standardized method to determine the measurement uncertainty for computed tomography (CT) is to use calibrated workpieces as specified in the Guideline VDI/VDE 2630 Part 2.1. This paper discusses a promising numerical method for uncertainty determination with help of a virtual metrological CT (VMCT). It gives an explanation of the adjustments, the input parameters and the execution of the simulation. Furthermore, it discusses the first results of uncertainty determination compared to the method of using calibrated workpieces with the aid of two example cases. T2 - 6th Conference on Industrial Computed Tomography (iCT) CY - Wels, Austria DA - 09.02.2016 KW - simulation KW - Simulation KW - Computertomographie KW - Dimensionelle Metrologie KW - Normung KW - numerische Messunsicherheitsbestimmung KW - computed tomography KW - dimensional metrology KW - standardization KW - numerical uncertainty determination PY - 2016 UR - http://www.ndt.net/article/ctc2016/papers/ICT2016_paper_id17.pdf SP - Paper ID17, 1 EP - 7 AN - OPUS4-35481 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Falkenberg, Rainer T1 - Simulation von Rißwachstum durch ein thermodynamisch konsistentes Phasenfeldmodell N2 - Durch ein thermodynamisch konsistentes Phasenfeldmodell kann die Rißinitiierung sowie das Rißwachstum in einem spröden Material mit Hilfe der Finite-Elemente-Methode simuliert werden. Ein diskreter scharfer Riß wird durch einen Regularisierungsansatz in ein Phasenfeld überführt, das einen kontinuierlichen Übergang zwischen Riß und Restmaterial abbildet. Modelle von C(T) - Bruchmechanikproben konnten unter monoton wachsender Belastung simuliert werden. Die Ergebnisse konnten mit analytischen Ergebnissen der linear-elastischen Bruchmechanik verglichen werden. Ablenkungen des Rißpfades konnten durch Modelle von gelochten Proben simuliert werden. An dem Modell eines Dreipunktbiegeversuchs konnte die Rißinitiierung demonstriert werden. Die Kenntnis und Modellierung eines vordefinierten Rißpfades ist bei Verwendung dieses Modells nicht erforderlich, was insbesondere zur Untersuchung von komplexen Rißpfaden von Vorteil sein kann. N2 - Crack initiation and propagation in a brittle material is modeled in the finite-element-framework by an extended thermodynamical phase field formulation. The sharp crack discontinuity is transferred into a degradation phase field by a regularisation that ensures a continous transition between crack and residual material. The model of a C(T)-specimen under monotonic increasing load was simulated. The results were compared with analytical results of linear-elastic fracture mechanics. Crack kinking was simulated on a specimen with holes. Crack initiation was studied one a model of a three-point bending specimen. The knowledge and modeling of a predefined crack path is not required with the application of this model and provides the ability to calculate complex crack topologies. T2 - 48. Tagung des DVM-Arbeitskreises Bruchmechanik und Bauteilsicherheit, Bruchmechanische Werkstoff- und Bauteilbewertung: Beanspruchungsanalyse, Prüfmethoden und Anwendungen CY - Freiburg im Breisgau; Germany DA - 16.02.2016 KW - Finite-Elemente-Methode KW - finite-element-method KW - Rißwachstum KW - Rißinitiierung KW - Phasenfeldmodell KW - Crack growth KW - crack initiation KW - phase field model PY - 2016 SN - 2366-4797 VL - DVM Bericht 248 SP - 41 EP - 50 CY - Berlin AN - OPUS4-35483 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gleis, Markus A1 - Gehrmann, Hans-Joachim A1 - Simon, Franz-Georg T1 - VDI-Richtlinie 3925 – Anwendung auf zwei Fallbeispiele N2 - Die VDI-Richtlinie 3925 entstand aus Diskussionen und Fragestellungen, die sich aus der Anwendung unterschiedlichster Methoden zur Bewertung verschiedener Verfahrenskonzepten aus dem Bereich der Abfallbehandlung ergeben haben. Je nach nachdem, wo der Focus der vorzunehmenden Bewertung liegt, wird sich die Methodik an diese Ziele anpassen oder - falls es die entsprechende Methodik noch nicht geben sollte - sich die Fragestellung anpassen müssen. T2 - ProcessNet Jahrestreffen CY - Frankfurt/Main DA - 23.02.2016 KW - Wirkungsgrad KW - Exergie KW - Abfallbehandlung KW - Ökobilanz PY - 2016 SP - 25 EP - 26 PB - ProcessNet CY - Frankfurt/Main AN - OPUS4-35506 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Simon, Franz-Georg A1 - Holm, Olaf T1 - Reduction of natural resource use by improving resource efficiency N2 - Improving resource efficiency at the end-of-life stage is illustrated in this paper by the example of materials recovery from waste, here from residues out of municipal solid waste incineration (MSWI). With mechanical treatment valuable materials like ferrous and non-ferrous metals and secondary construction material can be extracted from MSWI bottom ash. The potential contribution on the resource efficiency will be discussed. T2 - 12th International Conference on Ecomaterials CY - Tainan, Taiwan DA - 08.11.2015 KW - secondary raw material KW - resource efficiency KW - raw material equivaltent KW - bottom ash PY - 2015 SP - 5 EP - 6 AN - OPUS4-35509 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Thiel, Erik A1 - Kreutzbruck, M. A1 - Ziegler, Mathias T1 - Spatial and temporal control of thermal waves by using DMDs for interference based crack detection N2 - Active Thermography is a well-established non-destructive testing method and used to detect cracks, voids or material inhomogeneities. It is based on applying thermal energy to a samples’ surface whereas inner defects alter the nonstationary heat flow. Conventional excitation of a sample is hereby done spatially, either planar (e.g. using a lamp) or local (e.g. using a focused laser) and temporally, either pulsed or periodical. In this work we combine a high power laser with a Digital Micromirror Device (DMD) allowing us to merge all degrees of freedom to a spatially and temporally controlled heat source. This enables us to exploit the possibilities of coherent thermal wave shaping. Exciting periodically while controlling at the same time phase and amplitude of the illumination source induces – via Absorption at the sample’s surface - a defined thermal wave propagation through a sample. That means thermal waves can be controlled almost like acoustical or optical waves. However, in contrast to optical or acoustical waves, thermal waves are highly damped due to the diffusive character of the thermal heat flow and therefore limited in penetration depth in relation to the achievable resolution. Nevertheless, the coherence length of thermal waves can be chosen in the mmrange for modulation frequencies below 10 Hz which is perfectly met by DMD technology. This approach gives us the opportunity to transfer known technologies from wave shaping techniques to thermography methods. We will present experiments on spatial and temporal wave shaping, demonstrating interference based crack detection. T2 - Photonics West 2016, OPTO, 9761 CY - San Francisco, CA, USA DA - 15.02.2016 KW - Active thermography KW - Thermal wave KW - Spatial light modulation KW - Crack detection KW - DMD KW - DMD coupled laser PY - 2016 DO - https://doi.org/10.1117/12.2210918 SN - 0277-786X VL - 9761 SP - 97610N-1 EP - 97610N-13 AN - OPUS4-35587 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Thöns, S. A1 - Schneider, Ronald A1 - Faber, M.H. ED - Haukaas, T. T1 - Quantification of the value of structural health monitoring information for fatigue deteriorating structural systems N2 - This paper addresses the quantification of the value of structural health monitoring (SHM) before its implementation for structural systems on the basis of its Value of Information (VoI). The value of SHM is calculated utilizing the Bayesian pre-posterior decision analysis modelling the structural life cycle performance, the integrity management and the structural risks. The relevance and precision of SHM information for the reduction of the structural system risks and the expected cost of the structural integrity management throughout the life cycle constitutes the value of SHM and is quantified with this framework. The approach is focused on fatigue deteriorating structural steel systems for which a continuous resistance deterioration formulation is introduced. In a case study, the value of SHM for load monitoring is calculated for a Daniels system subjected to fatigue deterioration. The influence of and the value of SHM in regard to the structural system risks and the integrity management is explicated and explained. The results are pointing to the importance of the consideration of the structural system risks for the quantification of the value of SHM. T2 - ICASP 12 - 12th International conference on applications of statistics and probability in civil engineering CY - Vancouver, Canada DA - 12.07.2015 PY - 2015 DO - https://doi.org/10.14288/1.0076284 SP - Paper 605, 1 EP - 8 AN - OPUS4-34332 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Busse, F. A1 - Heidrich, C. A1 - Kleine, M. A1 - Sander, C. A1 - Ünal, Murat T1 - BEGLARES II Protection and restoration of monumental concrete-glazing with cathodic protection systems N2 - Since the 1950's, art has been fascinated by concrete glazing. In countless buildings of the post-war period they determine the lighting effect of the space by its function as luminous walls. A peculiar kind of stained glass from partially filigree compositions of two such contrasting materials: delicate, luminous glass and rough, austere concrete. Artistically designed components, which are equipped with a range of stylistic subtleties. But even after o short time of exposure a whole catalogue of damage patterns has been revealed, which documents the decay processes, such as the carbonation initiated corrosion of reinforcement. Cathodic protection is already used in a wide range of repair of concrete structures. Taking into account technical and historical preservation requirements, this research project aims to transfer these techniques to the conservation of concrete-glazing under less health risk, cost and work effort. T2 - 9th Forum for the conservation and technology of historic stained-glass CY - Paris, France DA - 08.07.2015 KW - Concrete-glazing KW - Dalles de verres KW - Cathodic corrosion protection KW - Heritage KW - Restoration KW - Maintenance PY - 2015 SN - 978-2-9543731-1-9 SP - 82 EP - 90 AN - OPUS4-34286 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Dutto, Paola A1 - Stickle, M.M. A1 - Manzanal, D. A1 - Hernán, A.Y. A1 - Pastor, M. ED - Onate, E. ED - Owen, D.R.J. ED - Peric, D. ED - Chiumenti, M. T1 - Modelling of propagation with SPH of 1966 Aberfan flowslide: special attention to the role of rheology and pore water pressure N2 - Landslides can cause major economic damage and a large number of casualities as it is possible to see from past events occurred all over the world. Being able to predict these kind of hazards would then suppose the achievement of great benefits. Here a model that combines a depth integrated description of the soil-pore fluid mixture together with a set of 1D models dealing with pore pressure evolution within the soil mass is presented. The mathematical model is based on the Biot-Zienkiewicz equations, from where a depth averaged model is derived. Concerning the material behaviour, the approach used is the one suggested by the Perzyna viscoplasticity, which has been extensively used in the past to model solid behaviour prior to failure. In this framework, a simple shear rheological model is derived, providing the basal friction needed in depth integrated models. The Smoothed Particle Hydrodynamics (SPH) has been the numerical technique chosen to spatially discretised the depth integrated equations of the mathematical model. The purpose of this work is to apply the SPH depth integrated numerical model, together with the sub-model that predicts the evolution of the pore water pressure inside the landslide, to simulate the propagation phase of the Aberfan flowslide occurred in 1966. T2 - COMPLAS XIII - 13th International conference on computational plasticity - Fundamentals and applications CY - Barcelona, Spain DA - 01.09.2015 KW - Numerical modelling KW - Smoothed particle hydrodynamics KW - SPH KW - Fluidised geomaterials KW - Aberfan flowslide PY - 2015 UR - http://congress.cimne.com/complas2015/frontal/doc/EbookComplas2015.pdf SN - 978-84-944244-6-5 SP - 151 EP - 161 AN - OPUS4-34290 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Smith, T. A1 - Lohrer, Christian T1 - Are shells "safety" distances "safe"? N2 - There is a wide variety of approaches across the world in determining appropriate “safety distances” for firework displays. Comparison of the different national approaches and distances for Shells derived from Shellcalc© highlights the variety and derivation of the “safety distances” adopted and these distances are related to the various failure modes of Shells that may affect the audience. In particular the effects of angled mortars and wind are compared and considered. It is not intended that this paper should encourage the maximum distances derived always to be adopted, but that an appreciation of the probabilities and hazards of various accident scenarios and therefore the risks involved be part of the decision making process for designers and commissioners of displays as well as enforcing authorities. T2 - 15th International symposium on fireworks CY - Bordeaux, France DA - 21.09.2015 KW - Display fireworks PY - 2015 SN - 978-0-9867279-8-6 SP - 90 EP - 102 AN - OPUS4-34343 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Douet, Marianne A1 - Lohrer, Christian A1 - Kurth, Lutz A1 - Mücke, Olaf T1 - Safety related behavior of cylindrical shells N2 - The European Standard series EN 16261 consisting of four parts deals with the testing and assessment of display fireworks in order to satisfy the essential safety requirements of the Directive 2007/23/EC which have to be met before placing these articles on the EU market. The current Version of this Standard provides mortar dimension limits to be used for the assessment of burst heights of spherical Shells, but lacks corresponding provisions for cylindrical shells. The aim of this study was threefold: 1. To check whether the requirements for spherical shells would overlap with the ones for cylindrical shells, 2. To compare several test procedures for height measurements with each other to minimize the measurement uncertainty of the effect dimensions, and 3. To evaluate drift distances in order to check whether the current national provisions on safety distances for Professional fireworks displays need adaption during the implementation of the new European directive 2013/29/EU on pyrotechnics in German legislation. For this study, a large number of cylindrical shells was specifically manufactured to guarantee lull control on all relevant constructional aspects. These shells were designed with a smoke tracer and no burst Charge so that they would fall back to the ground in order to investigate their drift distances. Their gross mass corresponded to commercially available display shells, though, consisting of defined inert substances inside the shell. The following Parameters were varied in this study: caliber (75 mm, 100 mm, 150 mm), shell length per caliber (single and double length), lift Charge (hard and soft burst effect), mortar length per caliber (short and long). In total, more than 120 shells were manufactured and tested. Results show a good application of the proposed test procedures regarding the mortar dimensions given in the Standard series for cylindrical shells as well. The following test procedures were part of this study: Radar Doppler System, video grammetric System, universal surveying instruments, and mortar internal pressure measurements. Observed drift distances in relation to the caliber and effect heights are discussed and assessed. T2 - 15th International symposium on fireworks CY - Bordeaux, France DA - 21.09.2015 KW - Radar-Doppler KW - Height measurements KW - Drift effects KW - Safety distances PY - 2015 SN - 978-0-9867279-8-6 SP - 104 EP - 122 AN - OPUS4-34344 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Trubiroha, P. A1 - Geburtig, Anja A1 - Wachtendorf, Volker ED - Reichert, T. T1 - On the yet unsolved problem of the determination of precise surface temperatures of specimens exposed to natural and artificial weathering N2 - The surface temperature of test specimens exposed to natural and artificial solar radiation are roughly ascertained with black standard thermometers BST and white standard thermometers WST. For the calibration of these thermometers a new European Standard prEN 16465 was published in 2015, describing the well-known contact method and a new contactless method with a pyrometer. It can be confirmed that the temperature calibrations according to the two methods provide different calibration results which are not interchangeable (which is already stated in the scope of this standard). The described contactless method to determine the surface temperature 'under radiation load' results in clearly too high temperatures. This paper tries to highlighting the reasons. T2 - 7th European weathering symposium - Natural and artificial ageing of polymers CY - Naples, Italy DA - 16.09.2015 PY - 2015 SN - 978-3-9816286-6-1 N1 - Serientitel: CEEES Publication – Series title: CEEES Publication IS - 17 SP - 23 EP - 36 AN - OPUS4-34351 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geburtig, Anja A1 - Goedecke, Thomas A1 - Wachtendorf, Volker ED - Reichert, T. T1 - A new irradiation device for medium scale plastic products N2 - A new irradiation device for the exposure of plastic products is presented. Developed in the BAM division 3.1 "Dangerous Goods Packaging" it can be used for artificial UV irradiation of plastic Containers filled with hazardous liquids. Present regulations and tests only investigate the exposure effects of UV and of media separately, but as the damaging effect is expected to be synergistic for at least some media, a combined test was looked for. A chamber of 60 cm by 60 cm base area and 1 m height gives space for up to 40 cm wide objects. Two fluorescent UV lamp arrays are arranged on opposite walls, separated from the chamber by quartz glass panes. By continuously rotating the exposure object by means of a rotary disc that the object is placed on, spatial irradiation homogeneity is achieved over the exposure duration. The spectral irradiance of the chosen UVA 340 nm lamps gives the best match of global solar radiation in the short wavelength ränge. The close arrangement of the UVA lamps (15 each side) results in 60 W m'2 UV irradiance. Constant temperature is adjusted to typically 40 °C by the control of the fan speed. This temperature is chosen, as it is the required temperature for three week storage of filled polyethylene Containers, for proving Chemical compatibility in the field of dangerous goods. To ensure homogeneity, an interiorfan provides for air circulation. T2 - 7th European weathering symposium - Natural and artificial ageing of polymers CY - Naples, Italy DA - 16.09.2015 KW - Weathering KW - UV irradiation PY - 2015 SN - 978-3-9816286-6-1 N1 - Serientitel: CEEES Publication – Series title: CEEES Publication IS - 17 SP - 91 EP - 96 AN - OPUS4-34353 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin A1 - Lehmann, Jens A1 - Burkert, Andreas T1 - The KorroPad - A novel test method for assessing the pitting corrosion susceptibility of stainless steel surfaces N2 - Pitting corrosion is one of the most common mechanisms of local passivity breakdown on stainless steels. Electrochemical methods have preferentially been applied for the evaluation of pitting corrosion resistance of stainless steels in laboratory. Nevertheless, some of them are not reliable enough and in general the application of electrochemical methods in the field becomes difficult because of a required deep understanding of corrosion phenomena and measurement technology. A new approach for the evaluation of the pitting corrosion susceptibility of stainless Steel surfaces in the laboratory as well as in the field is frequently demanded by representatives of the metalworking industry. Therefore, the KorroPad-test was invented and patented as part of a research project at the BAM Federal Institute for Materials Research and Testing in Germany. T2 - EUROCORR 2015 - European corrosion congress CY - Graz, Austria DA - 06.09.2015 KW - KorroPad KW - Pitting corrosion KW - Stainless steel PY - 2015 SP - Paper 5_730, 1 AN - OPUS4-34297 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wu, Cheng-Chieh A1 - Weisbrich, S. A1 - Neitzel, F. T1 - Inverse finite element adjustment of material parameters from integrated analysis of displacement field measurement N2 - The integration of finite element method (FEM) into the least-squares adjustment presented in [1] is further extended for a joint evaluation of an elastostatic model and displacement field measurement. For linear solids which obey the HOOKE's law, the material parameters determination from measurements is being examined. In many literature, see for example [2], parameters are iteratively tuned until the computed FEM results are in accordance with the measurements. In contrast to these debatable approaches, we follow a rigorous and direct method. The “classical” FEM procedure starts with known material constants and ends up with computed fields such as dis-placement or temperature field. We present a method to invert the FEM procedure using the most general least-squares adjustment – the GAUSS-HELMERT Model (GHM). From given fields, the material parameters are directly calculated. T2 - 32nd Danubia-Adria Symposium on Advances in Experimental Mechanics CY - Stary Smokovec, Slovakia DA - 22.09.2015 PY - 2015 AN - OPUS4-34369 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kind, Thomas A1 - Trela, Christiane A1 - Schubert, Marcus A1 - Wöstmann, Jens ED - Lambot, S. ED - Giannopoulos, A. ED - Pajewski, L. ED - André, F. ED - Slob, E. ED - Craeye, C. T1 - Aggregates scattering of GPR waves in concrete N2 - Time slices of very dense GPR measurements carried out at concrete with a real point distance of less than 10 mm in x and y direction show weak reflection patterns besides the strong reflections of reinforcements. A repetition of these measurements with the same local geometrical precision at the same specimen shows the same reflection pattem. We suppose that the heterogeneity of concrete given by aggregates (e.g. gravel, broken granite) causes local weak Scattering of the GPR waves and leads to reflection patterns in the GPR data. These reflection patterns can be explained by a Superposition of multiple scatterings of single aggregates. So far these reflection patterns have been not recognized in Standard time slices due to the large spacing (> 5 cm) between single profiles and because of the interpolation between the profiles. We investigate the characteristics of the volume scattering effects, caused by aggregates, at concrete blocks with two different grading curves. In a more general investigation we study the volume scattering of aggregates by using wooden boxes filled with only typical aggregates and an included defined reflector (metal plate). The thickness of the aggregate layer above the metal plate was varied between 20 cm and 40 cm. With a very dense measuring grid at the surface we are able to calculate the effective volume scattering and to analyze the distribution of the reflection amplitude of the included metal plate for different aggregate set-ups. Results of this study confirm that the weak reflection patterns in concrete can be explained by aggregate scattering and have a direct correlation to the penetration depth of GPR in concrete. T2 - GPR 2014 - 15th International conference on ground penetrating radar CY - Brussels, Belgium DA - 30.06.2014 KW - Aggregates KW - Volume scattering PY - 2014 UR - http://sites.uclouvain.be/GPR2014 SP - 933 EP - 938 AN - OPUS4-34576 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wiggenhauser, Herbert ED - Büyüköztürk, O. T1 - Automated NDE of structures with combined methods N2 - Non-Destructive Evaluation (NDE) of structures is complex due to the uniqueness of almost all structures and their sizes. A single NDT method typically is not sufficient to meet the testing requirements, which cover different areas, such as material and structural properties. Measuring geometrical properties require other test methods than e.g. the detection of corrosion. Automation has proven to be necessary for aquiring large amounts a of high quality data in a short time. Examples of succesful method combinations from different areas of non-destructive testing in civil engineering are briefly described and their application is shown. Some of the examples also include automated inspection. T2 - International Symposium on Nondestructive Testing of Materials and Structures CY - Istanbul, Turkey DA - 15.05.2011 KW - Zerstörungsfreie Prüfung KW - Automatisierung KW - Inspektion PY - 2013 SN - 978-94-007-0722-1 DO - https://doi.org/10.1007/978-94-007-0723-8_107 N1 - Serientitel: RILEM bookseries – Series title: RILEM bookseries IS - 6 SP - 753 EP - 760 PB - Springer CY - Dordrecht AN - OPUS4-34609 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Qiao, Linan A1 - Zencker, Uwe A1 - Völzke, Holger ED - Brandt, A. M. ED - Olek, J. ED - Glinicki, M. A. ED - Leung, C.K.Y. ED - Lis, J. T1 - Crushable foam model with pressure and stress-triaxiality dependent damage mechanisms for damping concrete N2 - Damping concrete with high energy absorption capability consists of a cement matrix with embedded small polystyrene balls and is investigated experimentally and numerically under high static compression with and without clamping. A material model is derived which describes the fundamental effects of damping concrete like non-linear elastic-plastic behaviour, volume change, volume strain dependent hardening as well as shear failure with an adequate description of damage initiation and evolution. The suggested material model is validated by simulation of penetration tests. T2 - BMC-11, International Symposium on Brittle Matrix Composites CY - Warsaw, Poland DA - 28.09.2015 KW - Damping concrete KW - Impact load KW - Crushable foam material model KW - Damage PY - 2015 SN - 978-83-89687-96-8 SP - 269 EP - 277 PB - Inst Fundamental Technological Research, Polish Acad Sciences CY - Warschau AN - OPUS4-34613 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin A1 - Reinemann, S. T1 - Electrochemical investigations regarding the influence of deformation-induced martensite on the corrosion behaviour of austenitic stainless steels N2 - Contents of deformation-induced martensite in the lattice structure of austenitic stainless steels lead to an either beneficial or detrimental change of mechanical and magnetic properties depending on the prospective application. Whereas these changes are well-known and investigated widely the influence of deformation-induced martensite on the corrosion behaviour is frequently an issue of scientific discussions. There are opposing opinions that depend on the type of corrosion mechanism being investigated for example regarding pitting corrosion resistance in Chloride containing media. In it is stated that pitting resistance is not influenced by deformationinduced martensite while in it is discussed that more pitting occurs on martensitic structure. The same conflictive opinions appear regarding active dissolution in acidic media or intergranular corrosion. In addition, when having deeper insight into literature it can be concluded that even the type of test method, i. e. dynamic or static testing, has a big influence on the obtained results concerning the influence of martensite in austenitic stainless steels. T2 - EUROCORR 2015 - European corrosion congress CY - Graz, Austria DA - 06.09.2015 KW - Deformation-induced martensite KW - Stainless steel KW - Electrochemical investigations PY - 2015 SP - paper 5_776 AN - OPUS4-34617 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zerbst, Uwe A1 - Madia, Mauro T1 - Der Schwellenwert DKth als Auslegekriterium. Aktuelle Entwicklungen und Fragestellungen N2 - Bei der Bestimmung der Restlebensdauer zyklisch beanspruchter Bauteile kommt dem Schwellenwert für Ermüdungsrissausbreitung, K111, oft entscheidende Bedeutung zu. Dabei ist seine Anwendung weniger gesichert als bislang angenommen. Der Vortrag diskutiert Fragen der experimentellen Ermittlung des Schwellenwertes sowie seiner Anwendung auf Bauteile. Auf beiden Gebieten haben sich in den letzten Jahren Probleme ergeben, die bestehendes Wissen teilweise wieder in Frage stellen oder modifizieren. Im Beitrag diskutiert werden der Einfluss unterschiedlicher Rissschließmechanismen auf K111, Konsequenzen, die sich daraus hinsichtlich der Ermittlung und Übertragung des Kennwertes ergeben, sowie die Effekte von Einflussgrößen wie Spannungsverhältnis und Rissgröße, aber auch des Werkstoffgefüges und der damit korrelierten mechanischen Eigenschaften. T2 - 47. Tagung des DVM-Arbeitskreises Bruchvorgänge und Bauteilsicherheit - Bruchmechanische Werkstoff- und Bauteilbewertung: Beanspruchungsanalyse, Prüfmethoden und Anwendungen CY - Freiberg, Sachsen, Germany DA - 10.02.2015 PY - 2015 SN - 1616-4687 SP - 305 EP - 321 AN - OPUS4-34621 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Fasano, A. A1 - Woyessa, G. A1 - Stajanca, Pavol A1 - Markos, C. A1 - Stefani, A. A1 - Nielsen, K. A1 - Rasmussen, H. K. A1 - Krebber, Katerina A1 - Bang, O. T1 - Production and characterization of polycarbonate microstructured polymer optical fiber bragg grating sensor N2 - We present the fabrication and characterization of a polycarbonate (PC) microstructured polymer optical fiber (mPOF) and the writing of a fiber Bragg grating (FBG) in it to obtain a polymer optical FBG sen-sor. The manufacturing process of the PC mPOF consists of multiple consecutive stages, such as casting of pol-ymer granulates into a solid rod, machining and drilling of a 3-ring hexagonal lattice of holes into it, and finally drawing into fiber. We demonstrate that the obtained PC mPOF is photosensitive and FBGs can be conveniently inscribed into it, thereby enabling FBG-based temperature and strain sensing. The PC optical fibers are for some applications an attractive alternative to conventional materials used in POF fabrication, such as polymethyl methacrylate (PMMA). In general, PC can be used at temperature up to 120 °C and breaks at considerably higher strains than PMMA. T2 - POF 2015 - 24th International conference on plastic optical fibers CY - Nürnberg, Germany DA - 22.09.2015 PY - 2015 SP - 64 EP - 67 AN - OPUS4-34587 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Fontana, Patrick A1 - Johansson, G. A1 - Zandi, K. A1 - Portal, Natalie Williams A1 - Müller, U. T1 - Numerical modelling of UHPC and TRC sandwich elements for building envelopes N2 - ln this paper a modelling approach is presented to reproduce the mechanical behaviour of sandwich panels via finite element analysis. Two types of panels were investigated in this scope of work. The first sandwich element was a textile reinforced concrete (TRC) panel with cellular lightweight concrete insulation and the second configuration was an ultra-high performances concrete (UHPC) panel with aerated autoclaved concrete insulation. The goal was to obtain a reliable numerical strategy that represents a reasonable compromise in terms of sufficient accuracy of the element characteristics and the computational costs. The results show the possibility of describing the composite action in a full sandwich panel. The achieved modelling approach will later be used for the optimization of TRC and UHPC panels in terms of minimizing the thickness, identifying the number and location of connectors, as well as evaluating varying anchorage Systems. T2 - IABSE conference - Structural engineering: Providing solutions to global challenges CY - Geneva, Switzerland DA - 23.09.2015 KW - Sandwich elements KW - Ultra-high performance concrete (UHPC) KW - Textile reinforced concrete (TRC) KW - Autoclaved aerated concrete (AAC) KW - Cellular lightweight concrete (CLC) KW - Finite element analysis (FEA) PY - 2015 SN - 978-3-85748-140-6 SP - 195 EP - 203 AN - OPUS4-34552 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wöhlecke, Andreas A1 - Eng, M. A1 - Müller, Werner T1 - Stand der Dinge bei Kunststoff-Dränelementen und Unterschiede zwischen den Anforderungen der CE-Kennzeichnung und der DepV N2 - Bereits im letzten Jahr wurde an dieser Stelle über die Anforderungen an Kunststoff-Dränelemente (KDE) berichtet. Vor dem Hintergrund unserer Beiträge zu diesem Thema, kam eine intensive Fachdiskussion im Fachbeirat der BAM und in weiteren Fachgremien in Gang. Der AK (Arbeitskreis) 6.1 der DGGT (Deutsche Gesellschaft für Geotechnik) hat die Anforderungen an die Dränspende bei der Bemessung der KDE angepasst. Darüber hinaus wurde im Fachbeirat intensiv über das Qualitätsmanagement (QM) beim Einbau der Produkte auf der Deponiebaustelle diskutiert. Wie wird qualitätssichernd überbaut? Wie vermeidet man Wellenbildungen? Es wurde beschlossen, dass diese und weitere Fragen in einer Musterverlegeanweisung geklärt werden sollen. Diese Musterverlegeanweisung hat bereits ihren Weg in die Zulassungsdokumente der Produzenten gefunden. Dies soll vorgestellt werden. Über die europäischen Produktnormen für Geokunststoffe (hEN) wird gestritten: Dienen sie nur einem einheitlichen Verfahren der CE-Kennzeichnung oder werden darin alle relevanten Eigenschaften so festgelegt, dass darüber hinausgehende nationale Vorschriften ungültig werden? Der Streit wurde durch ein Urteil des Europäischen Gerichtshofs (EuGH) weiter angefacht. Davon noch nicht betroffen ist der Deponiebau. Die Deponie ist ein besonderes Bauwerk, bei dem vor allem abfallrechtliche Regelungen beachtet werden müssen. Wir zeigen, dass das in den hEN festgelegte Eigenschaftsspektrum der Bauprodukte im Wesentlichen nicht gleichwertig zu dem Anforderungsspektrum der Deponieverordnung (DepV) ist. Eine CE-Kennzeichnung kann daher eine BAM-Zulassung nicht gleichwertig ersetzen. Auch für andere geotechnische Anwendungsgebiete gilt, dass die geltenden hEN die Geokunststoffe nicht ausreichend charakterisieren. T2 - 25. Karlsruher Deponie- und Altlastenseminar 2015 - Abschluss und Rekultivierung von Deponien und Altlasten 2015 CY - Karlsruhe, Germany DA - 14.10.2015 PY - 2015 SN - 978-3-939662-17-4 SP - 25 EP - 37 PB - ICP Eigenverlag Bauen und Umwelt AN - OPUS4-34631 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Richter, Frank A1 - Köppe, Enrico A1 - Daum, Werner T1 - Tracking deformation history in split Hopkinson pressure bar testing N2 - The stress vs. strain curve of materials is affected the rate of imposed straining. Among the methods for dynamic testing the technique known as 'split Hopkinson pressure bar' (SHPB) has evolved into the most widely used one to exert high-speed straining. The theory behind it comprises simple equations to compute stress and strain. The reliability of the strain analysis can be assessed by digital image correlation (DIC). The present results indicate that the visually observed strain is smaller than predicted by theory. T2 - 32nd Danubia-Adria Symposium on Advances in Experimental Mechanics CY - Starý Smokovec, Slovakia DA - 22.09.2015 KW - Split Hopkinson pressure bar (SHPB) KW - Digital image correlation (DIC) KW - Digitale Bildkorrelation (DIC) KW - Dynamic testing KW - Dynamische Tests KW - Stress-strain curve KW - Spannungs-Dehnungs-Kurve PY - 2015 SN - 978-80-554-1094-4 SP - 174 EP - 175 PB - University of Zilina, Slovakia CY - Zilina AN - OPUS4-35656 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Niederleithinger, Ernst T1 - Levee inspection - geophysics between science, standards, reliability and budgets N2 - Numerous case histories show evidence that geophysical methods are valuable tools for levee inspection and monitoring. National and international standards and recommendations recommend the use of geophysics for a variety of tasks. However, in some cases reported have been flaws missed or false indications given. Due to the larger variety in type, size and construction of levees and the even larger variety of potential tasks and targets the success of geophysical surveys still pretty much depends on the available budget and the experience and capabilities of the clients and contractors involved. It is strongly recommended that all relevant parties agree on the detailed objectives of the survey, required accuracy and reliability of the results and any follow up measures. For the most common tasks more research and practical work using techniques as POD (probability of detection), which are well established in other fields of non-destructive testing, would be of benefit. T2 - SAGEEP 2016 CY - Denver, CO, USA DA - 20.03.2016 KW - Levee KW - Geophysics KW - Inspection PY - 2016 SP - paper levees 07, 1 EP - 4 AN - OPUS4-35705 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Merryweather, S. A1 - Zweifel, D. A1 - Woydt, Mathias ED - Franek, F. ED - Bartz, Wilfried J. ED - Pauschitz, A. ED - Vizintin, J. ED - Ciulli, E. ED - Crockett, R. T1 - Fuel economy of engine oils based on polyalkylene glycols N2 - The driver for automotive OEMs to work on alternative engine oils is the need for fuel economy and no adverse effect of the engine oil on the durability of particulate filters and catalysts. The alternative engine oils should for mid-term also comply with a positive environmental Profile. T2 - 3rd European Conference on Tribology and 4th Vienna International Conference on Nano-Technology CY - Vienna, Austria DA - 07.06.2011 KW - Biomotox KW - Head capacity KW - Fuel economy KW - Drain KW - Polyglycol KW - Polypropylene glycol KW - Polyalkylene glycol KW - Polybutylene glycol PY - 2011 SN - 978-3-901657-38-2 SP - 25 EP - 34 PB - MDH Media GesmbH CY - Wien AN - OPUS4-35671 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin A1 - Heyn, A. ED - Lampke, T. ED - Wagner, G. ED - Wagner, M.F.-X. T1 - Korrosionsuntersuchungen mit gelartigen Elektrolyten N2 - Bei elektrochemischen Untersuchungen von atmosphärischen Korrosionsreaktionen an deckschicht- und passivschichtbildenden Werkstoffen stößt man elektrolytseitig an Grenzen. So erweisen sich sowohl das Nachempfinden eines dünnen Feuchtfilms als auch die Interpretation von elektrochemischen Messungen in so genannten Bulk-Lösungen (eine „Masse“ an Elektrolyt) hinsichtlich des Korrosionsverhaltens unter atmosphärischen Bedingungen häufig als schwierig. Eine neue Herangehensweise an diese Problemstellung in der Korrosionsforschung beinhaltet den Einsatz von gelartigen Elektrolyten als Alternative zu den Bulk-Elektrolyten. Gelartige Elektrolyte bilden einen dünnen Feuchtfilm auf der Werkstoffoberfläche aus, wodurch die natürlich gebildete Deckschicht ähnlich wie an Atmosphäre beeinflusst wird und nahezu zerstörungsfrei untersucht werden kann. Durch eine elektrochemische Instrumentierung können geeignete Kennwerte wie Polarisationswiderstände und Korrosionsströme ermittelt werden, die Aussagen zur Kinetik der Deckschichtbildung und zur Stabilität der gebildeten Deckschichten unter Einwirkung eines dünnen Feuchtfilms ermöglichen. Anhand von auf Polysaccharid basierenden Gelpads werden im vorliegenden Beitrag verschiedene Zinkschichtsysteme und Aluminiumlegierungen untersucht, die natürlich gebildeten Deckschichten elektrochemisch charakterisiert und korrosionsrelevante Kennwerte bestimmt. Die ermittelten Kennwerte erlauben eine Differenzierung verschiedener Schichtsysteme und beschreiben die momentane Schutzwirkung der Deckschichten unter atmosphärischen Bedingungen. T2 - 18. Werkstofftechnisches Kolloquium der TU Chemnitz CY - Chemnitz, Germany DA - 10.03.2016 KW - Korrosionsuntersuchungen KW - Corrosion investigations KW - Verzinkungen KW - Zing coatings KW - gelartige Elektrolyte KW - Gel-type electrolytes PY - 2016 SN - 978-3-00-052212-3 SN - 1439-1597 VL - 59 SP - 313 EP - 323 PB - TU Chemnitz, Fakultät für Maschinenbau, Institut für Werkstoffwissenschaft und Werkstofftechnik CY - Chemnitz AN - OPUS4-35637 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kronemann, Jens A1 - Hünger, K.-J. T1 - Aggregate reactivity and the efficiency of supplementary cementing materials N2 - The knowledge of dissolution processes of aggregates and supplementary cementing materials (SCMs) in alkaline solutions can help to describe the expansion of concretes caused by alkali-silica reaction (ASR) and the effects to avoid ASR by using SCMs in more details. Therefore, dissolution experiments in alkaline solutions under different pH values and different temperatures were performed using aggregates in the original grain size and SCMs in different ratios. The concentrations of soluble silica and additionally alumina were determined by ICP-OES. The investigations showed that up to now the “best” conditions to explain the damage behavior of concrete structures are a pH value of 13 (e.g. 0.1 M KOH solution) and a temperature of 80 °C. The evaluation bases on the parameter “excess silica” which is calculated from the dissolved silica and alumina of the aggregates and the SCMs. It was demonstrated that SCMs reduce and sometimes stop the dissolution of aggregates. The efficiency of the SCMs depends on their amount and chemical composition. T2 - 13th International conference on recent advances in concrete technology and sustainability issues CY - Ottawa, Canada DA - 14.07.2015 KW - alkali silica reaction KW - aggregate reactivity KW - dissolution of silica and alumina KW - dissolution rate PY - 2015 SN - 978-1-942727-23-1 SP - SP-303-26, 355 EP - 370 AN - OPUS4-35609 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hünger, K.-J. A1 - Kronemann, Jens A1 - Hübert, C. A1 - Scholz, Y. T1 - On the mechanism of ASR inhibition by Si and Al containing SCMs N2 - The use of supplementary cementing materials (SCMs) added to concrete mixtures can avoid the alkali-silica reaction. Such materials have a wide range of composition and therefore the inhibition mechanisms can be very differently. The effectiveness of SCMs which provide silica and alumina into the alkaline solution cannot only be explained by reducing the OH--concentration of the pore solution. From dissolution experiments in potassium hydroxide solutions, an interaction was noted between the aggregate and five SCMs via the alkaline solution. Under specific conditions, no silica is released from the aggregate grains. Mineralogical investigations (XRD, SEM+EDX) of the grain surfaces confirm that quartz is the main source of silica. In the presence of alumina providing SCMs, the quartz dissolution is strongly reduced or even sometimes stopped. On surfaces of grains a very thin layer can be observed which is probably responsible for reduction or stopping of the silica dissolution and therefore for the inhibition of ASR. T2 - 13th International conference on recent advances in concrete technology and sustainability issues CY - Ottawa, Canada DA - 14.07.2015 KW - alkali-silica reaction KW - alkali reactivity KW - solubility KW - supplementary cementing materials KW - surface layer PY - 2015 SP - 437 EP - 451 AN - OPUS4-35612 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weltschev, Margit A1 - Werner, Jan A1 - Heming, Frank A1 - Jochems, Frank T1 - Impact of biocomponents in the fuel and heating oil on the compatibility of sealing materials N2 - The objective of this research was to determine the resistance of frequently used sealing materials such as FKM, FVMQ, VMQ, EPDM, CR, CSM, IIR, PA, NBR and PUR in fuels and heating oil with and without admixtures of biogenic sources such as E10, diesel fuel with 5 % biodiesel, non-aged and 2 year aged B10 (heating oil with 10 % biodiesel), pure diesel, standard heating oil and premium grade fuel Super plus at 20 °C, 40 °C and 70 °C. Mass, tensile strength and breaking elongation of the test specimens were determined before and after the exposure for 84 days in the fuels. The visual examination of some elastomer test specimens clearly showed the great volume increase until break or partial dissolution. Shore hardness A and D (for PA) were determined before and after exposure of the test specimens in the biofuels for 42 days. There is not determined a threshold for the reduction in tensile properties and Shore hardness in the international standards. Therefore a threshold of 15 % was determined for the evaluation of the compatibility. In summary, it can be therefore stated that the chemical resistance of the fluoropolymers FKM and FVMQ in fuels and biofuels is the best one. T2 - CORROSION 2016 CY - Vancouver, Kanada DA - 06.03.2016 KW - sealing materials KW - compatibility KW - biofuels PY - 2016 SP - Paper No. 7307, 1 EP - 12 PB - NACE INTERNATIONAL, Publications Division CY - Houston, Texas 77084 (USA) AN - OPUS4-35622 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Staude, Andreas A1 - Ehrig, Karsten A1 - Illerhaus, Bernhard A1 - Spreemann, M. T1 - Making use of phase-contrast in dimensional muCT-measurements of weakly absorbing objects N2 - The effects of refraction (phase-contrast) are normally considered as disturbances in high-resolution μCT-measurements. We show that in the case of small objects with low absorption a single-distance phase-retrieval algorithm not only reduces the edge enhancement, but also raises the signal-to-noise ratio sufficiently to allow dimensional measurements. This is exemplified at an optical element for optical fibre connectors. T2 - Conference on industrial computed tomography (ICT) 2014 CY - Wels, Austria DA - 25.02.2014 PY - 2014 SN - 978-3-8440-2557-6 SN - 1610-4773 SP - 405 EP - 410 PB - Shaker Verlag GmbH AN - OPUS4-30325 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zur, Malte A1 - Klippel, Alexander A1 - Otremba, Frank A1 - Leder, A. T1 - Numerical simulation and experimental study of cabin-airflow and transport of gas-mixtures in aircraft cargo compartments: model validation N2 - Dangerous goods are transported as air freight in commercial aircrafts. Using plastic jerrycans or plastic containers, liquids or gases can escape by leakage or permeation effects. Prior research by the German Federal Institute for Materials Research and Testing (BAM) showed that the lower explosion limit can be reached when transporting dangerous goods in sea-freight containers under normal transportation situations. This motivated the presented study of the transportation situation of dangerous goods in cargo compartments of commercial airplanes. The scope of this paper is to present the experimental method used for validating a numerical model for CFD (Computational Fluid Dynamics) simulations. The CFD model will be used in a future study to evaluate the potential risk from transporting dangerous goods. The objective of this paper is to present the model mock-up of an aircraft cargo compartment and some examples of three dimensional velocity profiles of the air flow in the mock-up. The velocity profiles are calculated using numerical simulations and measured by Laser-Doppler-Anemometry (LDA) experiments. The mock-up is a generic model of a wide-body aircraft lower deck cargo compartment in a 1:10 scale. Geometry, air exchange rates and inlet as well as outlet flow conditions in the cargo compartment are modeled using realistic boundary conditions. The commercial CFD (Computational Fluid Dynamics) code ANSYS CFX 14 is used for numerical flow simulations applying RANS (Reynolds-Averaged-Navier-Stokes) equations and turbulence models. The turbulence models studied are the renormalization group k-ε-model (RNG), the Reynolds-Stress model by Launder, Reece and Rodi (LRR) and the SST-k-ω-model by Menter (SST). The flow measurement with LDA in the mock-up of a cargo compartment proves to be a feasible method for producing data to validate CFD simulations. Qualitative evaluation of the results shows a good overall agreement between numerical and experimental results. The experimental validation indicates that the implemented CFD model is capable of reproducing the flow situation in the model mock-up. T2 - ASME 2013 Fluids engineering summer meeting - 7th International symposium on flow applications in aerospace CY - Incline Village, Nevada, USA DA - 07.07.2013 KW - Computational fluid dynamics KW - Aircraft cabin air flow KW - Gas mixtures KW - Model validation PY - 2013 SN - 978-0-7918-5555-3 IS - Paper FEDSM2013-16622 SP - 1 EP - 9 AN - OPUS4-30076 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Liehr, Sascha A1 - Burgmeier, J. A1 - Krebber, Katerina T1 - Quasi-distributed fiber bend and temperature measurement in femtosecond laser-structured POF N2 - We propose to use focused femtosecond laser pulses to inscribe Scattering damage in the core of polymer optical fibers for interrogation as quasi-distributed sensor points by optical time domain reflectometry. Fiber bend measurement is demonstrated on off-center inscribed sensor points and absolute temperature measurement is presented by evaluation of the constant backscatter intensities from the inscribed structures relative to temperature-dependent Rayleigh Scattering. Application possibilities and limitations of this new approach are discussed. T2 - POF 2013 - 22nd International conference on plastic optical fibers CY - Búzios, Rio de Janeiro, Brazil DA - 11.09.2013 KW - POF KW - Polymer optical fiber KW - Femtosecond laser KW - Optical fiber sensors KW - OTDR KW - Backscatter measurement PY - 2013 SP - 279 EP - 284 CY - Rio de Janeiro, Brazil AN - OPUS4-30082 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mehdianpour, Milad A1 - Stengel, Dominik ED - Bletzinger, K.-U. ED - Fisch, R. ED - Gebbeken, N. T1 - MOSYTRAF - Monitoringsystem zur Tragverhaltensstudie von Freileitungen unter Böenbeanspruchung N2 - Im Rahmen des Forschungsvorhabens MOSYTRAF (Monitoringsystem zur Tragverhaltensstudie von Freileitungen unter Böenbeanspruchung) werden seit Ende 2011 kontinuierlich Windgeschwindigkeiten entlang eines insgesamt 800 m langen Freileitungsabschnitts gemessen. Gleichzeitig wird die resultierende Windkraft aus Wind auf Leiterseile an den Isolatoren erfasst. Dadurch soll der Zusammenhang zwischen Einwirkung und Bauwerksreaktion möglichst zuverlässig ermittelt werden. Dabei ist besonderes Augenmerk auf die kurzzeitigen Windgeschwindigkeitsspitzen, die Böen gerichtet. Diese erfassen anders als die konstante mittlere Windgeschwindigkeit, nicht die gesamte Länge des Freileitungsabschnitts, sondern nur einen eingeschränkten Bereich. Aus diesem Grund erfolgen die Windmessungen an insgesamt 13 Stellen entlang des Abschnitts und geben ein fein aufgelöstes Bild des Windfeldes. In dem Beitrag werden Messergebnisse beispielhaft präsentiert und einige Plausibilitätskontrollen vorgestellt, da dies einen unerlässlichen Schritt bei Naturmessungen darstellt. Ausgehend von einem Übersichtsdiagramm der bisherigen Messergebnisse wird die Aufgabenstellung und die Zielsetzung der Messkampagne erörtert. T2 - Fachtagung Baustatik - Baupraxis 12 CY - München, Germany DA - 24.02.2014 PY - 2014 SN - 978-3-00-041256-1 SP - 159 EP - 167 PB - A.A. Balkema Publishers AN - OPUS4-30290 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - L'Hostis, V. A1 - Muzeau, B. A1 - Paetsch, O. T1 - Examination of damage processes in concrete with CT N2 - In order to extend the lifetime of buildings and constructions at the macro scale it is necessary to understand the damage processes of building materials at the micro scale. In particular, durability of reinforced concrete structures is one of the most important equirements for construction planning and restoration of buildings. Therefore degradation mechanisms were reproduced on laboratory specimens. CT (Computed Tomography) is commonly used for non-destructive microstructural defect analysis for recurring tests on concrete specimens. In this work a few examples of CT applications on cementitious materials (including cement paste, mortar and concrete specimens) will be presented. Firstly, in order to quantify the degradation processes, specimens analysed were damaged by corrosion due to carbonation and due to chloride ingress. Particular focus has been set to the analysis of cracks. An automated crack detection tool, developed by Zuse Institut Berlin (ZIB) and BAM in ZIBAmira, has been applied for quantitative analysis of crack parameters and 3D visualization of cracks. Furthermore the distribution of corrosion products has been evaluated inside the cement matrix and visualized in 3D data sets. Another important factor for the ageing stability of concrete is the interfacial transition zone (ITZ). The ITZ consists of a layer of cement paste (20 to 40 μm) over every aggregate where porosity is generally increased in comparison with the bulk. This zone could be a preferential zone for transfer of aggressive species. To visualize the ITZ, a small sample of mortar with a diameter of 10mm has been prepared and scanned using the industrial μCT setup at BAM with a spatial resolution of 5μm voxel size. In addition the extracted surface of aggregates could be used for load simulations. We finally show how CT examination of drilled samples taken from building materials in conjunction with laboratory experiments is helpful for further evaluations of damage processes in concrete. T2 - Conference on industrial computed tomography (ICT) 2014 CY - Wels, Austria DA - 25.02.2014 KW - X-ray computed tomography KW - Concrete KW - Corrosion KW - Crack detection KW - 3D visualization PY - 2014 SN - 978-3-8440-2557-6 SN - 1610-4773 SP - 111 EP - 122 PB - Shaker Verlag GmbH AN - OPUS4-30332 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auster, Jürgen A1 - Neumeyer, Tino A1 - Müller, Karsten A1 - Droste, Bernhard T1 - Leakage testing during lateral displacement of metallic seals under mechanical accident impact N2 - In context with approval design tests, the IAEA regulations for the safe transport of radioactive material specify tests for demonstrating ability to withstand normal and accident conditions of transport. For 9-m drop test onto an unyielding target the drop orientation of the package must be chosen in a manner so that maximum damage occurs with regard to the safety criteria. With respect to leak tightness after drop test impacts a horizontal or slap-down orientated test model can cause a lateral displacement of the packaging’s lids, affecting the leakage rate of the closure lid system strongly. In Germany dual purpose casks with double lid sealing system composed of primary and secondary lid with bolts, metallic seals as well as cask body sealing surfaces are mainly used. Besides free drop tests with full-scale and half-scale models within licensing approval procedure BAM develops experimental testing methods to simulate defined stresses and deformations by means of components testing. In order to investigate the relation between lateral lid displacement and leakage rate, BAM performs impact tests with small scaled flange-lid systems of transport packages in a drop test machine for guided drop tests. The test setup is realized in a way that the flange part is fixed while a drop weight is impacting onto the lid’s edge. The dynamic displacement of the lid is measured simultaneously. Because of capturing the drop weight after first impact during a short rebound phase by pneumatic arrest mechanism a secondary impact on lid’s edge is excluded. The guided drop tests were accompanied by various measurements such as leakage rate recording during and after impact, identification of lateral shifting by electro-optical displacement transducer as well as decelerations of the lid and the impacting weight. This paper describes the test setup, the test and measurement techniques as well as first results concerning the relation between lateral lid displacement and leaktightness. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - Paper 168, 1 EP - 6 PB - Omnipress AN - OPUS4-30282 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mangelsdorf, Axel A1 - Denkler, Tilman ED - Jakobs, K. ED - De Vries, H.J. ED - Ganesh, A. ED - Gulacsi, A. ED - Soetert, I. T1 - Exploring business benefits of internationally recognized certifications - Empirical evidence from a global company survey N2 - We base our paper on data from a global company survey of certified companies carried out by the International Accreditation Forum (IAF) in 2010/11. We use multivariate Probit and ordered Probit models to analyze how company internal and external factors influence the perception of benefits from accredited certification. Benefits from accredited certification are divided into added value for the organization, increased sales and regulatory compliance. As for company external factors, we find that benefits from certification are higher for companies that went through a challenging certification process, had a competent certification body team, and are aware of the importance of accreditation. Internal factors are related to different motives for seeking certification. We find that the benefits from accredited certification are largest when companies become certified in order to improve their own business performance. Dividing our sample in high-income and middle income countries shows that the latter put more emphasis on company internal improvement through certification and are more likely to benefit from certification when they employ an external consultant. Finally, we can show that benefits are unequally distributed among companies. That is, smaller companies have a lower probability to benefit from certification compared to larger companies. T2 - EURAS Proceedings 2013 - 18th EURAS Annual standardisation conference 'Boosting European competitiveness' CY - Brussels, Belgium DA - 24.06.2013 KW - Accreditation KW - Certification KW - Ordered probit model KW - Probit models PY - 2013 SN - 978-3-86130-655-9 VL - 7 SP - 247 EP - 261 PB - Verlagshaus Mainz GmbH AN - OPUS4-30315 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kloß, Heinz A1 - Österle, Werner A1 - Dmitriev, A.I. ED - Bartz, Wilfried J. T1 - Modelling mechanical friction and wear behaviour using numerical results of the movable cellular automata (MCA) method N2 - In the mechanical friction and wear process, normal and tangential (shear) forces cause elastic and plastic deformations, generate cracks and form loose wear particles through fracture processes. Depending on the working conditions, the material properties and the real contact Situation (topography), a third body is formed as a mechanical ly mixed layer, which determines different running-in and steady-state behaviours. Two dimensional (2D) MCA Simulation results will be described via empirical equations, which are related to the incubation time (period without wear) and the following running-in wear rate (kinetic concept of strength, fatigue wear model). In order to understand the running-in and steady-state wear, kinetic model equations for mass balance of the third body are useful and are therefore to be included in the investigation. For a more complex material behaviour, numerical Simulation results are also presented for friction at the pad-disk interface of automotive brakes. T2 - 19th International colloquium Tribology - Industrial and automotive lubrication CY - Stuttgart/Ostfildern, Germany DA - 21.01.2014 PY - 2014 SN - 978-3-943563-10-8 SP - Paper 8.10, 1 EP - 7 CY - Stuttgart/Ostfildern AN - OPUS4-30437 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wöhlecke, Andreas A1 - Müller, Werner ED - Al-Akel, S. ED - Kilchert, M. T1 - Zulassung von Geokunststoffen für den Deponiebau - Stand der Zulassung und aktuelle Diskussionsthemen in der BAM und im Fachbeirat N2 - Seit dem Jahr 1989 erteilt die BAM Bundesanstalt für Materialforschung und -prüfung Zulassungen für Geokunststoffe im Bereich der Deponieabdichtungssysteme. Diese Zulassungen etablierten sich seitdem zunehmend und wurden in Genehmigungsverfahren gefordert, Das Produktportfolio der im Deponiebau verwendeten Geokunststoffe und damit das Aufgabengebiet der BAM wurden in den vergangenen Jahren stark erweitert. Zudem entwickelten sich die Arbeitsschwerpunkte von der chemischen Beständigkeit von Kunststoffdichtungsbahnen über die Schadstoffpermeation bis hin zu der Alterung und Lebensdauer der Produkte. Um den hohen Anforderungen der Deponieverordnung (DepV) zu entsprechen, mussten darüber hinaus die Qualitätssicherung bei der Produktion und dem Einbau der Produkte betrachtet werden. Ein historischer Abriss der Arbeit der BAM und ihrer Zulassungsrichtlinien findet sich z. B. unter. Geokunststoffe müssen ihre Funktion über einen Zeitraum von mindestens 100 Jahren erfüllen. Bei der Beurteilung müssen alle relevanten und damit zu erwartenden Einwirkungen auf die Produkte berücksichtigt werden. Dies gilt im besonderen Maße für Produkte, die befristetet zugelassen werden. Bei der Beurteilung der Produkte reicht es nicht ausschließlich, den reinen chemischen Abbau des Grundwerkstoffes zu betrachten. Weitergehende Fragestellungen müsse geklärt werden. Was die erteilten Zulassungen selbst anbelangt, so kann sich jeder an Hand einer Liste im Internet1 informieren. Dort findet man auch alle Dokumente zur Zulassung. T2 - 10. Leipziger Deponiefachtagung - Planung, Bau, Betrieb, Stilllegung, Nachsorge, und Nachnutzung von Deponien CY - Leipzig, Germany DA - 11.03.2014 PY - 2014 SP - 53 EP - 67 AN - OPUS4-30406 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Herbst, Tristan A1 - Schneider, S. A1 - Brandstetter, C.P. A1 - Flassenberg, G. T1 - Stoffkreislauf im Mauerwerksbau - Nachhaltigkeitsanalyse für das Mauerwerksrecycling N2 - In Deutschland fallen nach Abschätzungen von jährlich bis zu 10 Millionen Tonnen Mauerwerkbruch an. Im Sinne einer nachhaltigen Kreislaufwirtschaft sind diese Restmassen zukünftig einem möglichst hochwertigen und individuell angepassten Recycling zuzuführen. Vor diesem Hintergrund wurde im IGF-Forschungsvorhaben 17022 N der Forschungsvereinigung Porenbetonindustrie e.V. die Nachhaltigkeit verschiedener Recyclingoptionen für Mauerwerkbruch ganzheitlich untersucht. Unter Einbeziehung der Hauptmauersteinarten Ziegel, Kalksandstein, Porenbeton und Leichtbeton wurden dabei material- und verfahrenstechnische sowie ökologische, ökonomische und soziale Aspekte berücksichtigt. Als Ergebnis wurde ein EDV-gestütztes Analysetool (Web-Tool) zur Nachhaltigkeitsbewertung für das Mauerwerksrecycling entwickelt. Mit dem Web-Tool sollen Anwender (Planer, Architekten, Recycler) die Möglichkeit erhalten, für verschiedene Untersuchungsfälle unter Einbeziehung regional und sachlich bedingter Parameter objektspezifische Aussagen zur Nachhaltigkeit treffen zu können. Auf diesem Wege können im Sinne der aktuellen gesetzlichen Vorgaben nachhaltige Stoffkreisläufe im Mauerwerksbau geschlossen und somit letztlich die Deponierung von Mauerwerksrestmassen reduziert oder gar vermieden werden. T2 - R'13 - Fachtagung Recycling CY - Weimar, Germany DA - 19.09.2013 PY - 2013 SP - 1 EP - 6 PB - Bauhaus-Univ. CY - Weimar AN - OPUS4-30408 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weltschev, Margit A1 - Werner, Jan A1 - Heming, Frank T1 - Compatibility of elastomers with biofuels N2 - Biofuels represent an important renewable fuel alternative to petroleum-derived transport fuels. Materials compatibility is a major concern whenever the fuel composition is changed. The aim of this work is to study the interaction of the elastomers: FKM, EPDM, CR, CSM, NBR, IIR, VMQ and FVMQ and biofuels such as biodiesel (FAME), E85 (fuel with 85% ethanol) and B10 (heating oil with 10% biodiesel). Exposure tests were performed with test specimens at 40°C (104°F) and 70°C (158°F) for 84 days to document the changes in mass, volume and tensile properties according to ISO 1817. The exposure tests in E85 showed that the weight gain caused by swelling was in the range up to 12%. The lowest decrease in the tensile properties was determined for FKM, VMQ and IIR. The weight gain of the elastomers in biodiesel varied between 10% (FKM) and 126% (CSM) and the loss of tensile strength between 16% (FKM) and 100% (CSM) at 70°C (158°F). FKM and FVMQ absorbed much less B10 and swelled less. NBR, EPDM, CR, CSM, IIR and VMQ were not resistant to B10 at all as the decrease in the tensile properties was significantly over 50%. Among all of the elastomers FKM showed high compatibility with these biofuels up to 70°C (158°F). T2 - Corrosion 2014 CY - San Antonio, TX, USA DA - 09.03.2014 KW - Biofuels KW - Elastomers KW - Compatibility KW - Change in tensile properties KW - Change in mass KW - Sealing materials KW - Biodiesel KW - E85 KW - B10 KW - Mass loss KW - Tensile properties PY - 2014 SP - Paper 3745, 1 EP - 9 AN - OPUS4-30411 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Linnemann, Konrad A1 - Ballheimer, Viktor A1 - Sterthaus, Jens A1 - Wille, Frank T1 - Methodological aspects for numerical analysis of lid systems for SNF and HLW transport packages N2 - The regulatory compliance of the containment system is of essential importance for the design assessment of transport packages for radioactive materials. The requirements of the IAEA transport regulations SSR-6 for accident conditions implies high load on the containment system of Type B(U) packages. The integrity of the containment system has to be ensured under the mechanical and thermal tests. The containment system of German transport packages for spent nuclear fuel (SNF) and high level waste (HLW) usually includes bolted lids with metal gaskets. BAM Federal Institute for Materials Research and Testing as the German competent authority for the mechanical and thermal design assessment of approved transport packages has developed the guideline BAM-GGR 012 for the analysis of bolted lid and trunnion systems. According to this guideline the finite element (FE) method is recommended for the calculations. FE analyses provide more accurate and detailed information about loading and deformation of such kind of structures. The results allow the strength assessment of the lid and bolts as well as the evaluation of relative displacements between the lid and the cask body in the area of the gasket groove. This paper discusses aspects concerning FE simulation of lid systems for SNF and HLW transport packages. The work is based on the experiences of BAM within safety assessment procedures. The issues considered are the assessment methods used in the BAM-GGR 012 for bolted lid systems along with the nominal stress concept which is applied for bolts according to that guideline. Additionally, modeling strategies, analysis techniques and the interpretation of the results are illustrated by the example of a generalized bolted lid systems under selected accident conditions of transport. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 10 PB - Omnipress AN - OPUS4-30134 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Erhard, Anton A1 - Völzke, Holger A1 - Droste, Bernhard A1 - Wolff, Dietmar A1 - Wille, Frank T1 - Nuclear power plant waste management strategy in Germany N2 - The shut-down of eight nuclear power plants and the phase out of the nuclear energy genera� tion in Germany, due to a decision of the German government after the Fukushima accident, has rapidly forced the need for transportation and storage of spent nuclear fuel (SNF) from shut-down reactors in this country. In accordance with the present strategy in Germany, which is characterized by searching for appropriate final repository areas, only the dry interim stor� age facilities are available for storage nuclear waste of the decommissioned plants as well as the operating plants. Therefore, the transportation and the storage casks must be available for both types of light water reactors. But for the time being this is the bottleneck. Unfortunately the prognoses are neglecting the fact, that such a high number of casks are needed in a very short space of time. This requires the acceleration of formal activeness in relation to the li� censes but also an increase of the production. In the meanwhile to get this process started, the only possibility is the storage in the pools at the plant site. Anyway, for the time being, this is one of the problems for dismantling the eight plants which have been shut down due to the decision of the Government, which is now fixed in the last amended German Atomic Energy Act dated 24th of February 2012. Starting to dismantle in the radioactive regions of the plants requires empty pools. For emptying the pools of damaged SNF special procedures regarding the transportation and storage are necessary. The transportation of damaged SNF requires special casks or at least special procedures and therefore also a special licenses. This paper describes the challenge for the management in transportation and storage of SNF in Germany after the shut-down of the nuclear power plants by reason of the Fukushima acci� dent. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 11 PB - Omnipress AN - OPUS4-30135 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neitzel, F. A1 - Weisbrich, S. A1 - Wu, Cheng-Chieh ED - Wieser, A. T1 - Integration der Finite-Elemente-Methode in die Ausgleichsrechnung zur Parameteridentifikation N2 - Die Strukturüberwachung von Ingenieurbauwerken beruht heutzutage auf einer Auswertung räumlich und zeitlich verteilter hybrider Messungen, die z. B. mittels Tachymeter, Neigungssensoren, faseroptischen Sensoren (FOS), Dehnmessstreifen (DMS), GPS etc. erfasst werden. Für eine gemeinsame Auswertung müssen neue Methoden adaptiert werden, da diese, wie Lienhart (2012) aufzeigt, nur unter Verwendung eines mechanischen ‘Bauwerkmodells erfolgen kann. In vielen Ingenieurwissenschaften, wie z. B. dem Bauingenieurwesen, findet die Modellierung physikalisch-mechanischer Eigenschaften von Strukturen mithilfe der Finite-Elemente-Methode (FEM) statt. Die Verifizierung eines derartigen Modells erfolgt vorwiegend lediglich durch stellenweise Messung von z. B. Durchbiegungen und einer anschließenden Gegenüberstellung mit den berechneten Modellwerten. Dies ist meist der Tatsache geschuldet, dass für die FE-Modellierung in der Regel kommerzielle Programme verwendet werden, und somit auf viele Teilprozesse des Auswertealgorithmus nicht zugegriffen werden kann. Aus diesem Grund erfolgt in vielen akademischen Fragestellungen die FE-’Modellierung mit Open-Source-Software, wie z. B. FEniCS (2013) oder OpenSees (2013), wodurch auch eine kombinierte Auswertung von Messungen und Modell nach der Methode 'der kleinsten Quadrate ermöglicht wird. In diesem Beitrag wird eine messungs- und modellbasierte Strukturanalyse (MeMoS) durch (die Integration der Finite-Elemente-Methode in die Ausgleichungsrechnung am Beispiel eines Vier-Punkt-Biegeversuchs vorgestellt. In numerischen Untersuchungen wird gezeigt, wie diese integrierte Analyse für eine Parameteridentifikation angewendet werden kann. Für diese Untersuchungen wird ein Finite-Elemente-Modell mit bekannten Randbedingungen und Materialeigenschaften aufgestellt. Die Durchbiegungen, die als Beobachtungen in die Ausgleichung eingehen, werden mithilfe von Simulationsrechnungen erzeugt; der zu fidentifizierende Parameter ist der Elastizitätsmodul eines Balkens. Es wird untersucht, mit welcher Genauigkeit Durchbiegungsmessungen durchgeführt werden müssen und an welcher Stelle des Bauwerks diese Messungen erfolgen sollen, um den Elastizitätsmodul möglichst genau zu bestimmen. Des Weiteren wird der Einfluss der Anzahl der Messstellen auf den zu identifizierenden Parameter untersucht. T2 - 17. Internationaler Ingenieurvermessungskurs CY - Zurich, Switzerland DA - 14.01.2014 KW - Deformationsmessung KW - Finite-Elemente-Methode KW - Ausgleichsrechnung KW - Integrierte Analyse KW - Strukturanalyse KW - Parameteridentifikation PY - 2014 SN - 978-3-87907-535-5 VL - 14 SP - 301 EP - 310 PB - Wichmann AN - OPUS4-30174 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Komann, Steffen A1 - Kiyak, Yusuf A1 - Wille, Frank A1 - Zerbst, Uwe A1 - Weber, Mike A1 - Klingbeil, Dietmar T1 - Assessment of ductile cast iron fracture mechanics analysis within licensing of German transport packages N2 - In the design approval of transport packages for radioactive materials, the mechanical and thermal safety assessment is carried out in Germany by competent authority BAM. In recent years BAM was involved in several licensing procedures of new spent fuel and HLW package designs, where the cask body is of Ductile Cast Iron (DCI). According to IAEA regulations package designs have to fulfill requirements for specific conditions of transport. Type B(U) packages must withstand the defined accident conditions of transport. The temperature range from -40°C up to the operational temperature has to be considered. For the cask material DCI, it is necessary to determine safety against brittle fracture. The German guideline BAM-GGR 007 defines requirements for fracture mechanics of packagings made of DCI. Due to complex cask body structure and the dynamic loading a fracture mechanical assessment by analytical approaches is not always possible. Experience of recent design approval procedures show that the application of numerical calculations are applicable to determine the stresses and stress intensity factors in the cask body. At the first step a numerical analysis has to be done to identify the loading state at the whole cask body. Secondly an analysis of a detail of the cask body is made considering the displacement boundary conditions of the global model. An artificial flaw is considered in this detailed model to calculate the fracture mechanical loading state. The finite element mesh was strongly refined in the area of the flaw. The size of the artificial flaw is based on the ultrasonic inspection acceptance criteria applied for cask body manufacture. The applicant (GNS) developed additional analysis tools for calculation of stress intensity factor and/or J-Integral. The assessment approach by BAM led to the decision to develop own tools to the possibility for independent proof of the results. The paper describes the authority assessment approach for DCI fracture mechanics analysis. The validation procedure incl. the development of own tools is explained. BAM developed a postprocessor to determine the fracture mechanical loads. A horizontal 1 m puncture bar drop test is used to give a detailed description of the assessment procedure. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 10 PB - Omnipress AN - OPUS4-30175 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Scholz, Christian A1 - Wäsche, Rolf ED - Bartz, Wilfried J. T1 - Effect of sliding speed and relative humidity on the tribological behaviour of ceramic and polymer materials N2 - In many technical applications not only the actual friction coefficient is of importance, but rather the constancy is relevant for the functionality. Due to inconstant friction values, positioning processes can be substantially influenced. Aim of the present work is to characterize the effect of sliding speed and relative humidity on the tribological behavior of selected combinations. The tribological tests were carried out at room temperature in a ball-on-disk configuration at a normal load of 1 N and respectively 10 N under dry sliding conditions. The friction and wear behavior is significantly depending on the sliding speed and humidity conditions. Using a chamber enclosing the tribometer the relative humidity inside could be adjusted to dry (< 5% rH), normal (50% rH) and moist (100% rH) conditions during the testing time. Three different frequencies, 0.2 Hz, 2 Hz and 5 Hz, were used for tribological evaluations. Measuring the friction force hysteresis loop distinct differences in the frictional behavior of different material combinations could be observed. Materials selected were ceramics sliding against PP-based polymer and various polymers sliding against Ti6AlV4. T2 - 19th International colloquium Tribology - Industrial and automotive lubrication CY - Stuttgart/Ostfildern, Germany DA - 21.01.2014 KW - Stick slip KW - Polymer KW - Ceramic KW - Sliding speed KW - Relative humidity PY - 2014 SN - 978-3-943563-10-8 SP - Paper 8.11, 1 EP - 6 CY - Stuttgart/Ostfildern AN - OPUS4-30176 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Völzke, Holger A1 - Wolff, Dietmar A1 - Probst, Ulrich A1 - Nagelschmidt, Sven A1 - Schulz, Sebastian T1 - Long-term performance of metal seals for transport and storage casks N2 - Dual purpose casks for the transportation and storage of spent nuclear fuel and other radioactive materials require very high leak-tightness of lid closure Systems under accident conditions as well as in the long-term to prevent activity release. For that purpose metal seals of specific types with an inner helical spring and outer metal liners are widely used and have shown their excellent performance if certain quality assurance requirements for fabrication and assembling are satisfied. Well defined surface roughness, clean and dry inert conditions are therefore essential. No seal failure in a loaded cask happened under these conditions until today. Nevertheless, the considered and licensed Operation period is limited and all safety assessments have been performed and approved for this period of time which is 40 years in Germany so far. But in the meantime longer storage periods might be necessary for the future and therefore additional material data will be required. BAM is involved in the qualification and evaluation procedures of those seals from the early beginning. Because long-term tests are always time consuming BAM has early decided to perform additional tests with specific test seal configurations to gain a better understanding of the long-term behavior with regard to seal pressure force, leakage rate and useable resilience which is safety relevant mainly in case of accidental mechanical loads inside a storage facility or during a subsequent transport. Main test parameters are the material of the outer seal jacket (silver or aluminum) and the temperature. This paper presents the BAM test program including an innovative test mock-up and most recent test results. Based on these data extrapolation models to extended time periods are discussed, and also future plans to continue tests and to investigate seal behavior for additional test parameters are explained. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 13 PB - Omnipress AN - OPUS4-30136 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Droste, Bernhard T1 - A survey on 35 years of packaging, transport and storage of radioactive material N2 - This will is a report from an expert working in this field since 1978, participating in PATRAM conferences since 1980. Exactly in that year 1978 the development and testing of the CASTOR casks started in Germany, with the intention to use these transport casks for interim storage of spent fuel. After involvement in the first full-scale drop tests of those large spent fuel casks for transport package design approval, the official assessment as storage cask started. At the beginning of that new decommissioning technology a series of storage demonstration programs were conducted; most interesting were cases where a cask was loaded in a NPP with fuel assemblies instrumented with thermocouples, equipped with a first lid penetrated by instrumentation cables, closed by a second lid, transported to a research institute and stored there for 2 years, with verification of maximum cladding temperatures and leak-tight closure. In 1982 the basis BAM expert reports for the licensing of CASTOR casks in away-from-reactor storage sites Gorleben and Ahaus were finished. The first cask loading for interim storage was performed in Switzerland in 1983; that CASTOR Ic-Diorit cask, 30 years of age, is the “grandfather” of all dual purpose casks. In 1984, a remarkable transport accident happened, the sinking of the “Mont-Louis” with 30 48-Y-UF6 containers; BAM shortly before had issued the approval for a tank container that could be used for the recovery of some these UF6 containers. The 90s saw the full-scale drop tests with the POLLUX multi� purpose cask design ( for transport, interim storage, final disposal), drop test series with new transport packages for fresh fuel assemblies including the “French puncture drop”, finally a spectacular BLEVE blast onto a CASTOR cask. 2004 we were proud to host the PATRAM conference, the second time in Berlin. For the Technical Tours BAM performed drop tests with two full scale SNF casks (the largest ones tested world-wide) at our new 200 t drop test facility. In the meantime a lot of other assessment experience, e.g. in ductile iron brittle fracture, numerical calculations, radwaste disposal container testing etc. was stacked. Changes in safety assessment methodology over the last decades will briefly be addressed. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 10 PB - Omnipress AN - OPUS4-30137 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Droste, Bernhard A1 - Wille, Frank T1 - Maintenance of package design safety report effectiveness of SNF and HWL dual purpose casks N2 - For interim storage of spent fuel or HLW in many countries transport casks are used. The design of these “dual purpose casks” has to be assessed and approved to transport regulations (based on IAEA SSR-6), and to be assessed within the storage facility licensing procedure. Although the transport cask design differs from the storage cask design, e.g. by use of impact limiters, the majority of cask components is identical for both. Differences occur also in the acceptance criteria; these are for the transport case defined in IAEA SSR-6, and have to be developed for the storage case based on the storage conditions. Considering transport after several decades of storage requires the implementation of ageing behavior into the transport safety case. Additionally the transport package design safety case has to be maintained in an up-to-date state, considering potential regulatory changes and development of scientific and technical knowledge. The review of a transport package design safety case has to be done periodically, implemented in periodic re-assessment for extension of the package design approval certificate. The review process (as a kind of “intellectual periodic inspection”) should be part of the approved applicant’s management system. From experience we have seen that stability of regulatory requirements for Type B(U) packages was not a major problem, but consideration of ageing and developments regarding the state-of-the-art technology can cause necessary adjustments of specific technical evaluation, with the result of confirmation of package safety, or with the development of appropriate compensatory measures to reach the required level of safety. This paper will draw some examples from the past to explain the problems in periodic transport safety case reviews. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 9 PB - Omnipress AN - OPUS4-30138 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kumano, Y. A1 - Droste, Bernhard A1 - Hirose, M. A1 - Harvey, J. A1 - Reiche, I.. A1 - Wolff, Dietmar A1 - McConnell, P. A1 - Varley, K. T1 - Overview of the IAEA's joint working group on integrated safety case for dual purpose casks N2 - Spent nuclear fuel is generated from the operation of nuclear reactors and needs to be safely managed following its removal from reactor cores. Spent nuclear fuels are usually stored in a reactor pool for a short period of time after defueling, and then they are shipped to its next destination for reprocessing, disposal, or further storage. In some countries, a concept of Dual Purpose Cask (DPC) is considered as an attractive option for further storage. This is because of that the concept increases flexibility for storage capacity, as well as its economic efficiency that can reduce the complexity of handling highly radioactive spent fuels. The management of spent fuel using a DPC involves storage of spent fuel as well as on-site and off-site transportation before and after storage. Most countries require package design approval for the DPC to be transported. In addition, it is required in many countries to have a license for storage of the spent fuel in the DPC or a license for a storage facility that contains DPCs. Therefore, demonstration of compliance of the DPC with national and international transport regulations as well as with the storage requirements is necessary. In June 2010, the IAEA organized “International Conference on Management of Spent Fuel from Nuclear Power Reactors”. In this conference, many countries expressed their interest on harmonizing both transport and storage safety cases for DPCs that has a possibility to establish an effective and integrated regulatory framework in a holistic manner. Taking into account the increasing needs among Member States, the IAEA set up a new working group following the conference to discuss how to develop an integrated safety case for both transportation and storage.This activity is planned to be completed in 2013. Currently, a technical report is being prepared as an outcome of this activity. In this paper, the IAEA’s approach to demonstrate the safety of DPCs in a holistic manner is described first, followed by the overview of the draft document. It also presents the difference between the conventional transport cask concept and the DPC concept. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - 1 EP - 9 PB - Omnipress AN - OPUS4-30140 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zencker, Uwe A1 - Wieser, Günter A1 - Qiao, Linan A1 - Protz, Christian T1 - Modeling strategies for dynamic finite element cask analyses N2 - The safety of transport packages may be demonstrated by numerical calculation of load scenarios defined in the IAEA regulations. Possible handling accidents of casks at interim storage sites or in a final repository are typically analyzed by dynamic finite element computations. In each case the investigated load scenario must be transferred into a mathematical model. Secondly the mathematical model must be transferred into a numerical model. Reliable finite element models should be developed by assembling verified sub-models of components. The finite element mesh, material modeling, initial and boundary conditions, contact definitions, and time integration as well as the benefit of pre- and post-calculations are discussed. The paper presents lessons learnt from modeling dynamic test scenarios for finite element analyses over the years. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 KW - Structural analysis KW - Dynamic numerical simulation KW - Modeling strategies KW - Discretization KW - Material modeling KW - Boundary conditions KW - Cask load scenarios PY - 2013 SP - Session A, Paper 280, 1 EP - 10 PB - Omnipress AN - OPUS4-30158 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wille, Frank A1 - Wolff, Dietmar A1 - Droste, Bernhard A1 - Völzke, Holger A1 - Baden, M. T1 - German approach and experience feedback of transport ability of SNF packages after interim storage N2 - In Germany the concept of dry interim storage of spent fuel in dual purpose metal casks is implemented, currently for periods of up to 40 years. The casks being used have an approved package design in accordance with the international transport regulations. The license for dry storage is granted on the German Atomic Energy Act with respect to the recently revised “Guidelines for dry interim storage of irradiated fuel assemblies and heat-generating radioactive waste in casks” by the German Waste management Commission (ESK). For transport on public routes between or after long term interim storage periods, it has to be ensured that the transport and storage casks fulfil the specifications of the transport approval or other sufficient properties which satisfy the proofs for the compliance of the safety objectives at that time. In recent years the validation period of transport approval certificates for manufactured, loaded and stored packages were discussed among authorities and applicants. A case dependant system of 3, 5 and 10 years was established. There are consequences for the safety cases in the Package Design Safety Report including evaluation of long term behavior of components and specific operating procedures of the package. Present research and knowledge concerning the long term behavior of transport and storage cask components have to be consulted as well as experiences from interim cask storage operations. Challenges in the safety assessment are e.g. the behavior of aged metal and elastomeric gaskets under IAEA test conditions to ensure that the results of drop tests can be transferred to the compliance of the safety objectives at the time of transport after the interim storage period. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 KW - Storage KW - Transport KW - Lagerung KW - Verpackung KW - Radioactive material PY - 2013 SP - 1 EP - 9 PB - Omnipress AN - OPUS4-30159 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Nöther, N. A1 - Gili, O. A1 - Liehr, Sascha A1 - Lenke, P. ED - Ilki, A. ED - Motavalli, M. ED - Goksu, C. ED - Havranek, B. T1 - Frequency domain-based distributed and dynamic optical fiber sensing in geotechnical and industrial monitoring N2 - This article reports on recent advancements in the field of distributed optical fiber sensing with a focus on the monitoring of geotechnical structures and buildings. While the classical time-domain approach to distributed sensing is widely known, this article provides an introduction into the frequency-domain analysis technique for both distributed Brillouin measurements (as commonly used for strain and temperature monitoring) and for linear backscattering measurements. The article also addresses an issue which arises when truly distributed measurements are compared among each other; a new approach to calculate differential curves from a measurement and a base-line which avoids misleading large amplitudes at physical events with strong gradients is proposed. Finally, a field test of a new read-out technology, the OFDR (optical frequency domain reflectometry) technique providing dynamic readings of length changes between discrete fiber positions, is presented. T2 - SMAR 2013 - 2nd Conference on smart monitoring, assessment and rehabilitation of civil structures CY - Istanbul, Turkey DA - 09.09.2013 PY - 2013 SN - 978-3-033-04055-7 SP - 1 EP - 8 CY - Istanbul, Turkey AN - OPUS4-30122 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Staude, Andreas A1 - Ehrig, Karsten ED - Bernard, D. ED - Buffière, J.-Y. ED - Pollock, T. ED - Poulsen, H.F. ED - Rollett, A. ED - Uchic, M. T1 - Analyzing microstructure and damage in construction materials with 3D micro CT N2 - This poster presentation gives an overview of the great potential of X-ray micro computed tomography (CT) to cast light on the evolution of the microstructure in construction materials. Prevention of damage is of major economic and social importance in the development of suitable construction materials such as concrete and asphalt. Therefore a non-destructive testing method such as CT is an appropriate tool for visualization of the inner structure. Its combination with other test methods allows understanding the damage processes such as crack propagation or corrosion. We show examples of internal structure analyses on a wide range of materials: Automatic 3D crack detection and the visualization of corrosion products inside of steel reinforced concrete, pore and shape analysis of lightweight aggregates and the visualization of deformation of high-pressure loaded aerated concrete specimens, distribution of aggregates inside concrete, and determination of the surface of porous asphalt core samples. Segmented structures serve, e.g., as input data for simulation of transport phenomena or virtual load tests. T2 - 2nd International congress on 3D materials science 2014 CY - Annecy, France DA - 29.06.2014 KW - X-ray computed tomography KW - Concrete KW - Asphalt KW - Corrosion KW - Crack detection KW - 3D visualization PY - 2014 SP - 23 EP - 28 PB - Wiley AN - OPUS4-31069 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wiggenhauser, Herbert A1 - Kind, Thomas A1 - Krause, Martin A1 - Schulze, S. A1 - Taffe, A. A1 - Trela, Christiane A1 - Wöstmann, Jens T1 - Praktische Anwendung zerstörungsfreier Prüfverfahren an Brücken N2 - Die drei Beispiele zerstörungsfreier Prüfungen an Spannbetonbrücken zeigen unterschiedliche Problemstellungen und deren Lösung mit unterschiedlichen Ansätzen. Allen drei Beispielen gemeinsam ist die Verwendung kommerzieller Geräte. Diese werden von verschiedenen Anbietern bereitgestellt. Eine weitere Gemeinsamkeit ist, dass die Grundgeräte durch zusätzliche Maßnahmen ergänzt. Erst dann ist der gewünschte Untersuchungserfolg sicher gestellt. Im ersten Beispiel wurde die vom Auftraggeber geforderte Präzision dadurch erreicht, dass systematische Voruntersuchungen stattfanden. Die Übertragung der Lokalisierung direkt auf die Betonoberfläche stellte sicher, dass keinen Informationsverluste an die nachfolgenden Aufgaben auftraten. Das zweite Beispiel zeigt den Nutzen von Automatisierung und Kombination von Verfahren. Damit können dem Auftraggeber die notwendigen Angaben über Einbauteile mit großer Detaitreue und leicht verständlicher Visualisierung aufbereitet werden. Der abschließende Bericht zeigt, wie vorhandene Auswertungen sinnvoll durch noch in der Forschung befindliche Ansätze bereichert werden. Insgesamt ist die zerstörungsfreie Prüfung in der Lage, an Brücken preisrelevante Fragestellungen zu lösen. Voraussetzung hierfür ist eine sorgfältig geplante Vorgehensweise und ein sicheres Verständnis der Grundlage der eingesetzten Geräte und Auswertungsschritte. T2 - 1. Brückenkolloquium - Beurteilung, Ertüchtigung und Instandsetzung von Brücken CY - Ostfildern/Stuttgart, Germany DA - 24.06.2014 PY - 2014 SP - Paper 00_08, 1 EP - 8 AN - OPUS4-31032 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübert, Thomas A1 - Boon-Brett, L. A1 - Palmisano, V. A1 - Frigo, G. A1 - Hellstrand, A. A1 - Kiesewetter, O. A1 - May, M. ED - Carcassi, M.N. T1 - Trends in gas sensor development for hydrogen safety N2 - Gas sensors are applied for facilitating the safe use of hydrogen in, for example, fuel cell and hydrogen fuelled vehicles. New sensor developments, aimed at meeting the increasingly stringent performance requirements in emerging applications are presented based on in-house technical developments and a literature study. The strategy of combining different detection principles, i.e. sensors based on electrochemical cells, semiconductors or field effects in combination with thermal conductivity sensor or catalytic combustion elements, in one new measuring system is reported. This extends the dynamic measuring range of the sensor while improving sensor reliability to achieve higher safety integrity through diverse redundancy. The application of new nanoscaled materials, nano wires, carbon tubes and graphene as well as the improvements in electronic components of fieldeffect, resistive-type and optical systems are evaluated in view of key operating parameters such as sensor response time, low energy consumption and low working temperature. T2 - ICHS2013 - 5th International conference on hydrogen safety CY - Brussels, Belgium DA - 09.09.2013 KW - Hydrogen KW - Safety KW - Sensors PY - 2013 SN - 978-2-9601366-0-9 SP - Paper 123, 1 EP - 14 AN - OPUS4-31079 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübert, Thomas A1 - Banach, Ulrich ED - Carcassi, M.N. T1 - Response time of hydrogen sensors N2 - The efficiency of gas sensor application for facilitating the safe use of hydrogen depends to a considerable extent on the response time of the sensor to change in hydrogen concentration. The response and recovery times have been measured for five different hydrogen sensors, three commercially available and two promising prototypes which operate at room temperature. Experiments according to ISO 26142 show that most of the sensors surpass much for a concentration change from clean to hydrogen containing air the demands of the Standard for the response times t(90) and values of 2 to lös were estimated. For an opposite shift to clean air, the recovery times t(10) are from 7 to 70 s. Results of transient behaviour can be fitted with an exponential approach. It can be demonstrated that results on transient behaviour depend not only from investigation method, and the experimental conditions, like gas changing rate and concentration jump, as well as from operating Parameters of sensors. In comparison to commercial MOS and MIS-FET hydrogen sensors new sensor prototypes operating at room temperature possesses in particular longer recovery times. T2 - ICHS2013 - 5th International conference on hydrogen safety CY - Brussels, Belgium DA - 09.09.2013 KW - Hydrogen sensors KW - Time response PY - 2013 SN - 978-2-9601366-0-9 SP - Paper 124, 1 EP - 8 AN - OPUS4-31082 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bork, Claus-Peter A1 - Wolf, Marcus A1 - Pfennig, A. A1 - Trenner, S. A1 - Wiegand, Reiner T1 - Comparison between X5CrNiCuNb16-4 and X46Cr13 under corrosion fatigue N2 - In geothermal power plants materials e.g. pumps are exposed to extremely corrosive thermal water. This results in corrosion fatigue and so inevitably the reduction of the lifetime of these components. Also in the field of the carbon dioxide storage technology (carbon capture and storage CCS) components are exposed to a corrosive environment and mechanical stress. In order to gain knowledge upon the corrosion fatigue strength of materials a corrosion chamber for "in situ" conditions was designed and successfully applied.Two different steels X46Cr13 and X5CrNiCuNb16-4 have been tested and their corrosion fatigue behavior was compared. To simulate the frequency of operating pumps (30 – 40 Hz) a resonant testing machine was used. In addition technical CO2 was introduced into the closed system at a rate close to 9 L/h to keep stable environmental conditions. The samples have a surface roughness of Rz = 4 to simulate technical machined surfaces. The calculated tensile strength of X46Cr13 with soft annealed microstructure (coagulated cementite in ferrite-perlite matrix) is about 680 MPa and the yield strength is about 345 MPa. The tensile strength of X5CrNiCuNb16-4 is about 1078 MPa and the yield strength about 928 MPa. Testing parameters are: corrosion media: saline aquifer water (Stuttgart Aquifer) temperature of the brine at 60 °C and load ratio of R=-1. For X46Cr13 a stress amplitude between 160 MPa to 270 MPa and for X5CrNiCuNb16-4 a stress amplitude between 150 to 500 was chosen. Cycles until crack initiation differ strongly and were found to start at 5 x 104 up to 12.5 x 106 cycles.X46Cr13 has reached a maximum number of cycles (12.5 x 106) at a stress amplitude of 173 MPa. X5CrNiCuNb16-4 has reached the maximum number of cycles (10 x 106) at a stress amplitude of 150 MPa. The range of scatter for X5CrNiCuNb16-4 is very high (1:34) in comparison the range of scatter for X46Cr13 (1:3.5). T2 - Corrosion 2014 CY - San Antonio, TX, USA DA - 09.03.2014 KW - Steel KW - Corrosion chamber KW - Geothermal power KW - CCS KW - Corrosion fatigue PY - 2014 SP - Paper 3776, 1 EP - 6 PB - NACE AN - OPUS4-31085 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pfennig, A. A1 - Bork, Claus-Peter A1 - Wolf, Marcus T1 - Design of a high pressure system for in-situ tests on the corrosion fatigue of metallic materials N2 - In geothermal power plants pumps are exposed to corrosive and oscillating loads. This leads to corrosion fatigue and reduces the lifetime of certain components. Usually underwater power pumps are placed inside the borehole. In this case an installation depth of 600 to 800 meters below ground level is typical. In these depths an additional load due to high pressure and high temperature is introduced which is based on geothermal brine. Therefore the material which is used for the pump is steel.For fatigue testing at loads existing in deep geological layers an appropriate system for fatigue tests under in-situ conditions was set up. The requirements of the design are: temperature of the corrosion medium of 200 °C pressure of 200 bars and the complete immersion of the specimen in flowing corrosion medium containing mixtures of corrosive gasses during the entire test period.The test system has three main components the corrosion chamber the heating module and the reservoir. It is important that the corrosion chamber is only fixed onto the specimen which allows for highest flexibility of the test system operational in many different test machines. The heating module heats the corrosion medium up to 200 °C. The reservoir make sure that the volume of the corrosion medium satisfies requirements of the DIN 50905 Part 1 is conformed providing minimum required corrosive medium of 10 ml/cm² in relation to the sample surface.This innovative fatigue test system aims at performing in- situ fatigue corrosion tests simultaneously at high pressure and high temperature in liquid and gaseous corrosive environment. Results from the tests will allow determining the fatigue life of several materials influenced by pressure and temperature under corrosive conditions. T2 - Corrosion 2014 CY - San Antonio, TX, USA DA - 09.03.2014 KW - High pressure KW - Corrosion fatigue KW - Corrosion chamber PY - 2014 SP - Paper 3775, 1 EP - 6 AN - OPUS4-31086 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Steffen, Milan A1 - Liehr, Sascha A1 - Basedau, Frank A1 - Krebber, Katerina ED - López-Higuera, J.M. ED - Jones, J. ED - López-Amo, M. ED - Santos, J.L. T1 - Simultaneous vibration and quasi-distributed strain measurement using incoherent OFDR and extrinsic Fabry-Perot interferometers N2 - We present a measurement setup for combined quasi-distributed strain and dynamic point-wise vibration measurement using an incoherent optical frequency domain reflectometry (I-OFDR) setup in combination with extrinsic Fabry-Perot interferometers (EFPIs). Several EFPIs can be multiplexed and at the same time the strain along their supply fibres can be measured in a quasi-distributed manner. The setup is characterised and a demonstration of its general performance is given. T2 - OFS2014 - 23rd International conference on optical fibre sensors CY - Santander, Spain DA - 02.06.2014 KW - Optical fibre sensor KW - EFPI KW - I-OFDR KW - Quasi-distributed KW - Strain KW - Dynamic length and power management PY - 2014 DO - https://doi.org/10.1117/12.2059616 SN - 0277-786X SN - 1996-756X N1 - Serientitel: Proceedings of SPIE – Series title: Proceedings of SPIE VL - 9157 SP - 91576S-1 EP - 91576S-4 AN - OPUS4-31039 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Musolff, André A1 - Quercetti, Thomas A1 - Müller, Karsten A1 - Droste, Bernhard A1 - Gründer, Klaus-Peter T1 - Experimental testing of impact limiters for RAM packages under drop test conditions N2 - In context with new cask designs and their approval procedure, the experimental testing of impact limiters under drop test conditions becomes more and more important in order to assess the damage mechanics behaviour and safety margins for validation reasons. In recent years, various designs of impact limiters have been tested by the Federal Institute for Materials Research and Testing within specific component testing and particularly with regard to type B package design approval procedures. The paper focuses on the experimental realisation of impact limiter tests and presents implemented measurement techniques to determine the amount of deformation and to explain the impact behaviour by means of photogrammetric metrology and three-dimensional fringe projection method, high speed motion analysis and adjusted deceleration measurements. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 KW - Drop test KW - Impact limiters KW - RAM packages KW - Measurement methods PY - 2013 SP - 1 EP - 9 PB - Omnipress AN - OPUS4-31040 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lenke, Karoline A1 - Trappe, Volker T1 - Damage evolution in short fibre reinforced polyamide caused by biaxial loading N2 - The multiaxial fatigue damage behaviour of short fibre reinforced polyamide 6 is analysed on injection moulded tube samples. In parallel with the fatigue tests, the damage state is evaluated nondestructively by X-ray refraction analysis which detects inner surfaces by the variation of electron density. By applying X-ray refraction analysis and a model based on by GÜNZEL the micro damage evolution can be separated into fibre matrix debonding and matrix-Micro cracking. T2 - ECCM16 - 16th European conference on composite materials CY - Seville, Spain DA - 22.06.2014 KW - Short fibre reinforced composites KW - Multiaxial loading KW - Non-destructive testing KW - Damage evolution KW - Damage state PY - 2014 SN - 978-84-616-9798-4 N1 - Geburtsname von Lenke, Karoline: Metzkes, K. - Birth name of Lenke, Karoline: Metzkes, K. SP - 1 EP - 8 AN - OPUS4-31042 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Lars A1 - Schilling, O. A1 - Ballheimer, Viktor A1 - Wille, Frank A1 - Komann, Steffen T1 - Assessment strategy of numerical analyses of RAM package components - 14619 N2 - In Germany current package design safety cases include more and more advanced numerical methods, e. g. finite element analysis (FEA), often in combination with local concepts of strength evaluation of the structure. This approach requires extensive modeling and verification procedures. As a consequence the efforts of authority assessment of design safety analysis increase as well. Only the check of pre- and post-data of numerical calculations is often not sufficient for the safety assessment. On the other hand own analyses of the mechanical problem by performing an Independent numerical modeling and analyzing is not always realizable. Therefore it is necessary to look for optimized procedures of the assessment, without loss of safety. This paper shows possibilities for the assessment strategy of numerical analyses with focus on simple analytical approaches as comparative calculations. Such approaches can be helpful to support evaluation of numerical calculations in the whole assessment procedure. Three examples are considered to Show which possibilities and limits exist to support the assessment of numerical analyses using analytical comparative calculations. Two examples of bolt and lid analysis show the influence of component and boundary stiffness on the results. Thickness to length/width ratios are partially exceeded and only fixed or free boundary conditions can be analyzed analytical. Nevertheless These analytical approaches can help to evaluate the numerical results for the assessment. The example of a trunnion demonstrates the limits of analytical approaches. The trunnion shows a complex deformation behavior and local stresses. A single basic theory isn’t matching and a construct of several approaches is not useable for calculations of local stresses. Therefore numerical calculations during assessment are necessary. Analytical approaches are not always purposeful but often effective to reduce the effort of assessment for numerical analysis of complex and safety relevant components of RAM packages. T2 - WM2014 Conference CY - Phoenix, Arizona, USA DA - 02.03.2014 PY - 2014 SN - 978-0-9836186-3-8 SP - Paper 14619, 1 EP - 14 AN - OPUS4-31047 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schilling, O. A1 - Müller, Lars A1 - Ballheimer, Viktor A1 - Komann, Steffen A1 - Wille, Frank T1 - Analytical approaches within the assessment strategy of numerical analyses of components of RAM packages N2 - Load attachment points, consisting of the lifting component and corresponding bolt connections, and lid systems, consisting of a lid, gaskets and bolt connections, are usually analyzed numerically using the Finite Element Method. Reasons for applying the FEM are complex geometry, specific load distribution and the violation of application criteria for analytical approaches. For example the elementary beam theory is not suitable for the calculation of compact trunnions and the Kirchhoff plate theory is not suitable for the calculation of lids with a large thickness to diameter ratio because the Bernoulli-hypothesis is violated. In addition for structural integrity assessments often local stress and for the evaluation of lid systems tightness local contact opening are needed, which can be obtained only through accurately discretized numerical models. Independent comparative calculations are essential for complex calculations. Simplified but appropriate analytical approaches are an efficient way of examination. Is it possible to provide conservative analytical estimates of such kind of analysis problems? Are analytical calculations an appropriate approach in today's authority assessment business? Using the example of bolted trunnion and lid systems of a heavy package the possibilities and limits of analytical comparative calculations are shown. T2 - PATRAM 2013 - 17th International symposium on the packaging and transportation of radioactive materials CY - San Francisco, CA, USA DA - 18.08.2013 PY - 2013 SP - Paper 217, 1 EP - 9 PB - Omnipress AN - OPUS4-31048 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Musolff, André A1 - Quercetti, Thomas A1 - Droste, Bernhard A1 - Müller, Karsten A1 - Gründer, Klaus-Peter T1 - Experimental investigation of RAM packages impact limiters - 14256 N2 - In context with new cask designs and their approval procedure the experimental testing of impact limiters under drop test conditions becomes more and more important in order to assess the damage mechanics behavior and safety margins for validation reasons. In recent years various designs of impact limiters have been tested by the Federal Institute for Materials Research and Testing (BAM) within specific component testing and particularly with regard to type B package design approval procedures. The paper focuses on the experimental realization of impact limiter tests and presents implemented measurement techniques to determine the amount of deformation and to explain the impact behavior by means of photogrammetric metrology and 3-d fringe projection method, high-speed motion analysis and adjusted deceleration measurements. T2 - WM2014 Conference CY - Phoenix, Arizona, USA DA - 02.03.2014 KW - Drop test KW - Impact limiters KW - RAM packages KW - Measurement methods PY - 2014 SN - 978-0-9836186-3-8 SP - Paper 14256, 1 EP - 10 AN - OPUS4-31050 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -