TY - CONF A1 - Holtappels, Kai A1 - Schröder, Volkmar T1 - Explosion characteristics of hydrogen-oxygen and hydrogen-air mixtures at elevated temperatures and pressures T2 - 2nd European Hydrogen Energy Conference CY - Zaragoza, Spain DA - 2005-11-22 KW - Wasserstoff KW - Sicherheitstechnische Kenngrößen KW - Nicht-atmosphärische Bedingungen PY - 2005 SP - 664 EP - 666 PB - IDAE Instituto para la Diversificación y Ahorro de la Energía CY - Madrid AN - OPUS4-11535 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Thöns, Sebastian A1 - Rücker, Werner A1 - Faber, M.H. T1 - Support structure reliability of offshore wind turbines utilizing an adaptive response surface method T2 - OMAE 2010 - 29th International conference on ocean, offshore and arctic engineering CY - Shanghai, China DA - 2010-06-06 PY - 2010 IS - OMAE2010-20546 SP - 1 EP - 10 AN - OPUS4-21666 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Theiler, Geraldine A1 - Halder, Karabi A1 - Balasooriya, Winoj T1 - Effect of high-pressure hydrogen environment on the physical and mechanical properties of elastomers N2 - This paper deals with the exposure of HBNR rubbers to high pressure hydrogen (100 MPa) at 120 °C for 7 and 21 days under static conditions followed by characterization of their physical and mechanical properties. T2 - EHEC European Hydrogen Energy Conference 2022 CY - Madrid, Spain DA - 18.05.2022 KW - Rubbers KW - Hydrogen KW - Characterization PY - 2022 SP - 1 EP - 2 AN - OPUS4-62085 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Detjens, Marc A1 - Tiebe, Carlo A1 - Banach, Ulrich T1 - Influence of Gas Pressure on Coulometric Trace Humidity Measurement N2 - Planar coulometric sensors were investigated in humidified synthetic air at various absolute gas pressures, i. e. 2 bar, 5, bar, 10 bar, and 15 bar. Humidified gas flow at adjusted gas pressure was split into two flows, one passed a coulometric sensor and the other one passed a reference hygrometer after decompression. Both signals were recorded and then compared after calculation of resulting frost point temperature. Calculation is based on a calibration function obtained at ambient pressure. Comparison showed that an increasing pressure resulted in a higher derivation between sensor signal (calculated frost point temperature) and reference frost point temperature. At an absolute pressure of 2 bar the differences were minor in consideration of the uncertainty, however at 15 bar the differences were 6.77 K. Nevertheless, it was possible to measure the gas humidity at higher pressure with coulometric trace humidity sensors. T2 - 17th International Meeting of Chemical Sensors, IMCS 2018 CY - Vienna, Austria DA - 15.07.2018 KW - Gas pressure influence KW - Coulometric sensors KW - Trace humidity measurement PY - 2018 SN - 978-3-9816876-9-9 DO - https://doi.org/10.5162/IMCS2018/P2EC.7 SP - 715 EP - 716 PB - AMA Service GmbH CY - Wunstorf / Germany AN - OPUS4-45539 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Theiler, Geraldine A1 - Gradt, Thomas T1 - Friction and wear characteristics of polymers in gaseous and liquid N2 - In the present work it was shown that the the aim of the presented tests is to investigate polymer composites for their suitability for friction systems in gaseous and liquid hydrogen. T2 - 59. Tribologie-Fachtagung CY - Göttingen, Germany DA - 24.09.2018 KW - Friction KW - Wear KW - Polymer composites KW - Hydrogen KW - Cryogenic temperature PY - 2018 SN - 978-3-9817451-3-9 SP - 60/1 EP - 60/4 AN - OPUS4-46178 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Harwege, Finn A1 - Schmidt, Heiko A1 - Eberwein, Robert T1 - Testing of vacuum insulation panels for liquid hydrogen storage tanks N2 - Vacuum insulation panel (VIP) based insulation could present an alternative to the common double walled vacuum insulation for large liquefied Hydrogen (LH2) storage tanks. In this paper a brief introduction on VIPs and the envisioned design of VIP-based LH2-tank insulation is given. The design of a flat plate boil-off calorimeter for the testing of the insulation concept is shown, with regard to thermal design, mechanical design and instrumentation. Finally, an overview over the particular challenges for modelling VIP-based insulation and the proposed testing to be performed on the test rig is presented. T2 - 18th Cryogenics IIR International Conference CY - Prague, Czech Republic DA - 07.04.2025 KW - Liquefied Hydrogen KW - Insulation KW - Calorimeter KW - Vacuum Insulation Panel KW - LH2 PY - 2025 SN - 0151-1637 DO - https://doi.org/10.18462/iir.cryo.2025.0010 SN - 978-2-36215-053-1 VL - 2025 SP - 168 EP - 174 PB - ICCEX CY - Prag AN - OPUS4-62959 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Giese, Lutz A1 - Weimann, Karin A1 - Loge, Kristina ED - Stadermann, G. T1 - Wiederverwertung von PV-Dünnschichtmodulen T2 - Workshop. ForschungsVerbund Sonnenenergie CY - Berlin, Deutschland DA - 2003-12-11 PY - 2003 SP - 1(?) EP - 3(?) PB - Oktoberdruck CY - Berlin AN - OPUS4-2828 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weimann, Karin T1 - Nassaufbereitung von Betonbrechsand mit dem Ziel der vollständigen Verwertung T2 - Tagung Recycling 2003 CY - Weimar, Deutschland DA - 2003-03-27 PY - 2003 SP - 1(?) EP - 14(?) AN - OPUS4-2830 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weimann, Karin A1 - Farago, Patrick A1 - Mayer, Felix ED - Angulo, Sergio ED - Landmann, Mirko T1 - New sources for secondary gypsum N2 - In order to protect natural gypsum deposits and to compensate for the decreasing amount of Flue Gas Desulfurization (FGD) gypsum it is necessary to develop and explore new sources of gypsum. For this purpose, the potentials of different gypsum wastes are investigated in the study “GipsRec 2.0”, funded by the Federal Ministry of Education and Research (Germany). On the one hand, the project worked on a new processing technology for gypsum fiberboards (GFB). While the recycling of gypsum plasterboards has already been carried out on an industrial scale for several years, the recycling of gypsum fiberboards (GFB) has proven to be challenging. Gypsum fiberboards from demolition sites and offcuts from GFB production were used for these investigations. The tests were conducted on a technical scale. Furthermore, various synthetic gypsums are being investigated with regard to their suitability for gypsum production. The analyses are carried out on production residues. In this project, a promising process for gypsum fiberboard recycling could be developed, as well as other waste gypsums are investigated and evaluated with regard to their potential as secondary raw material. In addition, selected process routes are assessed for their environmental impact using a life cycle assessment (LCA) approach. T2 - RILEM - V International Conference Progress of Recycling in the Built Environment CY - Weimar, Germany DA - 10.10.2023 KW - Gypsum recycling KW - Gypsum fiberboards and synthetic gypsum KW - Environmental evaluation PY - 2023 VL - V SP - 1 EP - 10 PB - RILEM Publications Sarl CY - Bagneux, France AN - OPUS4-60315 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - INPR A1 - Nowak, S. H. A1 - Petric, M. A1 - Buchriegler, J. A1 - Bjeoumikhov, A. A1 - Bjeoumikhova, Z. A1 - von Borany, J. A1 - Munnik, F. A1 - Radtke, Martin A1 - Renno, A. D. A1 - Reinholz, Uwe A1 - Scharf, O. A1 - Tilgner, J. A1 - Wedell, R. T1 - Road to micron resolution with a color X-ray camera - Polycapillary optics characterization N2 - In a color X-ray camera spatial resolution is achieved by means of a polycapillary optic conducting X-ray photons from small regions on a sample to distinct energy dispersive pixels on a CCD matrix. At present, the resolution limit of color X-ray camera systems can go down to several microns and is mainly restricted by Pixel dimensions. The recent development of an efficient subpixel resolution algorithm allows a release from pixel size, limiting the resolution only to the quality of theoptics. In this work polycapillary properties that influence the spatial resolution are systematized and assessed both theoretically and experimentally. It is demonstrated that with the current technological Level reaching one micron resolution is challenging, but possible. KW - Color X-ray camera KW - Polycapillary optics PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-404404 DO - https://doi.org/10.48550/arXiv.1705.08939 SN - 2331-8422 SP - 1 EP - 11 PB - Cornell University CY - Ithaca, NY AN - OPUS4-40440 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Priebe, Nsesheye Susan T1 - Influence of calcination conditions and varying compositions on the reactivity and performance of brick clays as supplementary cementitious materials T1 - Der Einfluss von Kalzinierungsbedingungen und verschiedenen Zusammensetzungen auf die Reaktivität und Eigenschaften von Ziegeltonen verwendet als Zusatzstoffe in Beton N2 - Calcined clays as supplementary cementitious materials (SCMs) have been identified and credited to be a viable solution in mitigating the CO2 emissions related to cement production and consumption. Calcined clays range from a variety of different clay types based on an assortment of varying minerals and compositions. While extensive data is available on kaolinitic clays (based on the 1:1 clay type), other clays such as brick clays (based on the 2:1 clay type) are currently understudied, although such clays are largely more available than the kaolinitic clays. The aim of this thesis is to draw attention to the varying compositions present in two selected brick clays in Germany and elaborate on how such compositions affect their suitability to be used as SCMs in blended cement systems. The novelty of this thesis explains the relationship between the reactivity of the bricks to their varying compositions and their suitability for their employment as SCMs. This was based on their chemical and physical transformations in the calcination temperature range 650–900 or 950 °C, and the performance of the calcined brick clays in blended cement systems measured by their heat evolution, strength development and durability-related properties. The results of their performance were compared to two kaolinitic clays with varying compositions. While the kaolinitic clays generally exhibited the best performance as SCMs, the brick clay with a lower Fe2O3 content showed promising results similar to the kaolinitic clays when an optimum calcination temperature is applied and when substituted at a moderate cement substitution rate. Thus, this finding promoted further efforts made to improve the reactivity of the brick clay by producing a mixed clay composed of 50 % brick clay (with lower Fe2O3 content) and 50 % kaolinitic clay. The mixed clay was compared to the two individual brick clays and one kaolinitic clay, whereby optimum calcination conditions were performed in large-scale simulating an industrial-scale production of SCMs. All calcined clays exhibited pozzolanic reactivity, with the performance of the brick clays inferior to the kaolinitic clay, however, the mixed clay performed very similar to the kaolinitic clay. At a similar degree of hydration compared to plain Portland cement, the good performance of the mixed clays was especially evident in the strength development and improved chloride penetration resistance, which was caused by a refinement in the pore structure in the cementitious systems. Moreover, it was deduced that not only the high surface area, but also, the solubility of Si and Al ions in the resulting calcinate of the mixed clays plays a significant role when calcined at ~600–700 °C, which points to viable options for optimal employment of brick clays in cementitious systems. N2 - Die bei der Zementproduktion freigesetzte CO2-Menge und die daraus resultierenden Folgen für das Klima machen die Entwicklung von Zementersatzstoffen mit geringerem CO2-Fußabdruck erforderlich. Als besonders vielversprechend haben sich dabei die kalzinierten Tone erwiesen. Bei diesen handelt es sich um komplexe Systeme, bestehend aus einer Vielzahl verschiedener Tonminerale in variierender Konzentration und Zusammensetzung. Während für kaolinitische Tone (basierend auf 1:1 Tonmineralarten) bereits umfangreiche Daten gesammelt werden konnten, ist der Kenntnisstand zu anderen Tonarten z.B. Ziegeltonen (basierend auf 2:1 Tonmineralarten) derzeit noch unzureichend. Besonders vor dem Hintergrund der erheblich größeren Verfügbarkeit dieser Tonarten stellt dies einen erheblichen Nachteil dar. Ziel dieser Arbeit ist es, anhand zweier Ziegeltone aus Deutschland, aufzuzeigen welche Auswirkung die unterschiedliche Zusammensetzung der Tone sowohl auf die Reaktivität als auch auf den Einsatz als Zementersatzstoffen in Mischzementsystemen hat. Entsprechende Änderungen in der Zusammensetzung der kalzinierten Tone wurden durch die Variation der Kalzinierungstemperatur im Temperaturbereich zwischen 650 °C und 900 °C bzw. 950 °C und den folglich unterschiedlich ablaufenden chemischen und physikalischen Umwandlungsprozessen der Tonminerale erreicht. Die Leistungsfähigkeit dieser Systeme wurde anhand der Wärme- und Festigkeitsentwicklung sowie den Dauerhaftigkeitseigenschaften bewertet. Als Referenzsysteme dienten zwei 1:1 Tone mit unterschiedlicher Zusammensetzung. Die bei den 1:1 Tonen erzielten Reaktivitäten waren im Vergleich zu den Ziegeltonen zwar höher, aber bei entsprechender Kalzinierungstemperatur und moderater Zementersatzrate konnten auch bei den Ziegeltonen vielversprechende Ergebnisse erzielt werden. Basierend auf diesen Ergebnissen wurden in einem weiteren Schritt Mischtone, bestehend aus kaolinitischem Ton und Ziegelton mit geringerem Fe2O3 Gehalt (50:50), untersucht. Zur Bewertung wurden die zuvor untersuchten Ziegeltone und ein 1:1 Ton herangezogen. Bei allen kalzinierten Tonen konnte die pozzolanische Reaktion nachgewiesen werden, wobei der Ziegelton die geringsten und die 1:1 Tone die höchsten Werte lieferte. Das Mischtonsysteme sind leistungstechnisch bei den 1:1 Tonen einzuordnen. Die strukturverfeinernde Wirkung des Mischtons beim Einsatz als Zementersatz in Portlandzementsystemen führte sowohl bei der Festigkeitsentwicklung als auch beim Chlorideindringwiderstand zu einer Leistungssteigerung. Zudem konnte gezeigt werden, dass nicht nur die große spezifische Oberfläche, sondern auch die hohe Löslichkeit der Si- und Al-Ionen in den Kalzinaten der bei ~600-700 °C kalzinierten Mischtone einen großen Einfluss hat und den Einsatz der Ziegeltone in zementären Systemen begünstigt. Die Möglichkeit zur Herstellung von Zementersatzstoffen im industriellen Maßstab konnte durch Versuche im Großmaßstab ebenfalls nachgewiesen werden. KW - Blended cement KW - Brick clay KW - Calcined clay KW - Hydration KW - Illite KW - Kalzinierte Tone KW - Ziegelton PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:co1-opus4-58816 DO - https://doi.org/10.26127/BTUOpen-5881 SP - i EP - 153 PB - Brandenburgische Technische Universität Cottbus-Senftenberg CY - Cottbus AN - OPUS4-55048 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Licht, M. A1 - Nikoonasab, Ali A1 - Gluth, Gregor A1 - Raupach, M. ED - Claßen, M. ED - Hegger, J. ED - Matschei, T. ED - Raupach, M. T1 - Alkali-aktivierte Hüttensandbetone – CO2-reduzierte Bindemittel mit hohem Korrosionsschutzpotential N2 - Durch den Ersatz von Portlandzement können alkali-aktivierte Bindemittel einen bedeutenden Beitrag zur Verringerung der durch die Zementklinkerherstellung verursachten CO2-Emissionen leisten. Für die Verwendung von alkali-aktivierten Bindemitteln in Stahlbetonkonstruktionen, die Chloriden oder Carbonatisierung ausgesetzt sind, ist die Fähigkeit des Stahls, den passiven Zustand zu erreichen und aufrechtzuerhalten, von großer Bedeutung. Die Prozesse der Deckschichtbildung von Stahl in alkali-aktivierten Materialien unterscheiden sich jedoch zum Teil grundlegend von denen in Portlandzementen. Alkali-aktivierte Hüttensandbetone weisen gute technische Eigenschaften auf, bisher fehlen jedoch grundlegende Kenntnisse bzgl. ihrer schützenden Wirkung bei korrosiven Angriffen. Dies ist vor allem auf ihre sulfidhaltige Porenlösung zurückzuführen, welche die elektrochemischen Eigenschaften der Stahloberfläche beeinflusst und die Verwendung herkömmlicher Bewertungsmaßstäbe erschwert. Es werden erste Ergebnisse eines DFG-Forschungsprojektes vorgestellt, in dem das Passivierungsverhalten von Stahl in alkali-aktivierten Hüttensandmörteln unterschiedlicher Zusammensetzungen sowie in Mörteln auf Basis hüttensandhaltiger Normzemente untersucht wird. Über einen Zeitraum von mindestens 28 Tagen werden an Zylinderprüfkörpern im 3-Elektroden-Aufbau das Ruhepotential sowie die Polarisationswiderstände der Stahlelektroden ermittelt. T2 - 10. DAfStb-Jahrestagung mit 62. Forschungskolloquium CY - Aachen, Germany DA - 26.09.2023 KW - Bewehrung KW - Stahlkorrosion KW - Hüttensandmehl KW - Sulfid PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-593775 DO - https://doi.org/10.18154/RWTH-2023-06676 SP - 233 EP - 238 PB - RWTH Aachen CY - Aachen AN - OPUS4-59377 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hüsken, Götz A1 - Wagner, L.-C. A1 - Gluth, Gregor A1 - Pirskawetz, Stephan A1 - Kühne, Hans-Carsten T1 - Application of Steel Fibres in Alkali-Activated Mortars N2 - Alkali-activated materials are ideal for the repair of concrete structures in harsh environmental conditions due to their high durability in chemically aggressive environments. However, slag-based mortars, in particular, are prone to shrinkage and associated cracks. In this respect, the application of steel fibres is one solution to reduce the formation of shrinkage induced cracks and to improve post cracking behaviour of these mortars. This study investigated the influence of two different types of steel fibres on the tensile properties of two alkali-activated mortars. Direct tensile tests and single fibre pull-outs were performed to analyse the determining failure modes both on macro and micro scale. Mechanical testing was accompanied by non-destructive testing methods such as digital image correlation and acoustic emission for a detailed analysis of the fracture process. T2 - Local Mechanical Properties - LMP 2019 CY - Prague, Czech Republic DA - 06.11.2019 KW - Alkali-activated materials KW - Fibre pull-out KW - Steel fibres KW - Tensile strength PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-509291 UR - https://ojs.cvut.cz/ojs/index.php/APP/article/view/6695 DO - https://doi.org/10.14311/APP.2020.27.0090 VL - 27 SP - 90 EP - 95 CY - Prague, Czech Republic AN - OPUS4-50929 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sterthaus, Jens A1 - Ballheimer, Viktor A1 - Kuschke, Christian A1 - Wille, Frank T1 - Numerical analysis of bolted trunnion systems of packages for radioactive materials N2 - Packages for the transport of radioactive material are generally equipped with particular components for crane operations and supporting the package during transport. As an example of such components the bolted trunnion system of heavy packages are analysed in this paper. According to the German guideline BAM-GGR 012 created by the BAM Federal Institute for Materials Research and Testing for analysis and assessment of bolted lid and trunnion Systems, the finite element (FE) method is to be used preferably in the analysis of such kind of structures to obtain more accurate and detailed Information about their stressing. The FE model of a trunnion System should include the trunnion itself, the bolts and an appropriate part of the packaging wall with necessary contact conditions on all interfaces between these components. The use of solid finite elements, which is generally recommended in the BAM-GGR 012 guideline, leads to local stress and strain fields as a result of the calculation. The modelling strategy, e.g. the way of modelling interaction between the components of the trunnion System, has an essential impact on these local values. The effect of different assumptions in a FE model is demonstrated in this paper using the calculation results for a reference trunnion System. The approaches for preparation and Interpretation of results in connection with local or nominal assessment criteria are discussed as well. T2 - ASME 2012 Pressure Vessels and Piping Division Conference - PVP 2012 CY - Toronto, Ontario, Canada DA - 15.07.2012 KW - Bolted trunnion KW - German guideline BAM-GGR 012 KW - Local stress and strain fields KW - Local and nominal assessment criteria PY - 2012 SP - 1 EP - 6 PB - American Society of Mechanical Engineers (ASME) CY - New York, NY AN - OPUS4-26835 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Steppan, Enrico A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - High-energy synchrotron study of the stress-strain behavior of hydrogen-charged high strength steel N2 - The ambition for light weight construction while simultaneously increasing the loading capacity is a main aim of many industries such as crane, vehicle, bridge construction, shipbuilding and plant construction. This aim is achieved by application of high strength structural steels with yield strengths of up to 1300 MPa. The plate thickness can be reduced and consequently the service load is increased. High strength structural steels are quenched and tempered and/or even thermo-mechanically processed. Their superior properties are due to precipitations formed by micro alloying elements finely dispersed in a martensitic matrix. The aim of this study was to observe the influence of hydrogen in the microstructure of high strength structural steel with the yield strength of 1300 MPa by using diffraction methods. Energy dispersive X-ray diffraction (EDXRD) available at the EDDI beam line of the HZB in Berlin Germany was utilized to compare the stress-strain behavior of samples exhibiting varying amounts of hydrogen during tensile loading. T2 - Visual-JW2012 - International Symposium on Visualization in Joining and Welding Science through Advanced Measurements and Simulation CY - Osaka, Japan DA - 28.11.2012 KW - High strength structural steel KW - Hydrogen diffusion KW - Hydrogen assisted cold cracking KW - Energy dispersive X-ray diffraction PY - 2012 IS - IWIS-17 SP - 228 EP - 229 PB - Joining and Welding Research Institute (JWRI) CY - Osaka AN - OPUS4-27396 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Viehrig, H.-W. A1 - Baer, Wolfram A1 - Gerwien, Peter A1 - Grundmann, N. A1 - Houska, M. A1 - Lucon, E. A1 - Mottitschka, T. A1 - Trubitz, P. T1 - Bestimmung der J-Risswiderstandskurve an einem zähen Reaktordruckbehälterstahl - Ergebnisse eines Round Robin Tests N2 - Die Bruchzähigkeit von Stählen kann im elastisch-plastischen Beanspruchungsbereich anhand von Risswiderstandskurven z.B. nach den Prüfnormen ISO 12135 und ASTM E1820 ermittelt werden, wobei die duktile Rissausbreitung mittels Mehr- oder Einprobenverfahren gemessen wird. Das Teilentlastungsverfahren ist das am weitesten verbreitete Einprobenverfahren zur Ermittlung von Risswiderstandskurven. Die Risswiderstandskurven wurden mit 1TC(T)-Proben aus einem Reaktordruckbehälterstahl mit dem Teilentlastungsverfahren von vier Prüflaboratorien gemessen und nach beiden Prüfnormen ausgewertet. Im Beitrag werden die möglichen Fehlerquellen bei der Anwendung des Teilentlastungsverfahrens und die Unterschiede bei der Auswertung nach beiden T2 - 45. Tagung des DVM-Arbeitskreises Bruchvorgänge CY - Berlin, Germany DA - 19.02.2013 KW - Duktiles Risswachstum KW - J-Integral KW - Teilentlastungsverfahren KW - Bruchzähigkeit KW - Ductile tearing KW - J integral KW - Unloading compliance KW - Fracture toughness KW - Bruchmechanik KW - Round Robin KW - Risswiderstandskurve PY - 2013 N1 - Serientitel: DVM-Bericht – Series title: DVM-Bericht VL - 245 SP - 91 EP - 100 AN - OPUS4-27912 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baensch, Franziska A1 - Baer, Wolfram A1 - Chruscicki, Sebastian A1 - Habib, Abdel Karim A1 - Homann, Tobias A1 - Hussels, Maria-Teresa A1 - Prager, Jens A1 - Schmidt, Dirk A1 - Stajanca, Pavol A1 - Weltschev, Margit A1 - Wossidlo, Peter T1 - Feasibility study - Continuous monitoring of pipes using distributed acoustic and fibre optic sensors N2 - The feasibility study „AGIFAMOR. Ageing infrastructures – distributed acoustic monitoring of pipes” is an interdisciplinary research project at BAM internally financed from 2015 to 2018. Therefore, the quite young fibre optic sensing technology of distributed acoustic sensing (DAS) was investigated to possibly be extended towards a global condition monitoring system for pipelines operating in real time. DAS is a highly dynamic fibre optic sensing technology based on the method of coherent optical time domain reflectometry (C-OTDR). DAS allows capturing strain changes in the range of kHz. For the experimental work, the most suitable application yielding an optimum sensitivity was proven by wrapping a standard single-mode silica fibre around the pipe. The DAS sensitivity was investigated regarding the detection of 1) incidents that initiate propagation of acoustic waves in the pipe wall, 2) changes inside the pipeline causing altered flow and 3) damage development in the pipe wall. Therefore, several testing setups in laboratory as well as in real scale were realized. For comparison purposes, experiments were accompanied by acoustic emission analyses and by measurements with accelerometers. DAS was found to be very sensitive to gas ignition and its propagation across the pipe. Furthermore, the ability of DAS to detect and localize acoustic signals associated with pipeline leakage was demonstrated. The detection of crack formation and propagation within the pipe wall by means of DAS was studied during bending tests on several pipe segments, but was not proven so far with certainty. As expected, these studies turned out as the most difficult challenge due to the random occurrence and transient nature of microscopic damage phenomena. T2 - Proceedings of the International Symposium on Structural Health Monitoring and Nondestructive Testing CY - Saarbrücken, Germany DA - 04.10.2018 KW - Accelerometers KW - Acoustic emission KW - Fibre optic acoustic sensing KW - Continous monitoring KW - Bending tests on pipe segments KW - Leak detection PY - 2018 SP - Paper 21 AN - OPUS4-46375 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baer, Wolfram A1 - Müller, Karsten A1 - Wossidlo, Peter A1 - Klingbeil, Dietmar T1 - Dynamic fracture toughness behaviour of ductile cast iron with respect to structural integrity assessment N2 - Modern structural integrity assessment procedures in the field of nuclear related technology incorporate fracture mechanical concepts. Therefore, they inevitably require the availability of both, loading parameters as well as material characteristics in terms of fracture mechanical quantities. Especially in case of dynamic loading conditions, the methods for the determination of the loading parameters need further improvement and there is a lack of material characteristics as well. In Germany, ductile cast iron (DCI) is used for heavy-sectioned casks for radioactive materials. New developments in cask design and efforts to extend the application limits require further investigations. The present study is part of an ongoing fracture mechanics research programme of BAM which is focused on the systematic mechanical and fracture mechanical material characterisation of DCI materials under dynamic loading conditions. In this study, results of fracture mechanics investigations on ductile cast iron from an original DCI container with a wide variety of microstructure under dynamic loading conditions in the temperature range from -50 °C to +22 °C are presented. Large scale as well as small scale single edge crack bend specimens SE(B) with thicknesses of 140 mm and 15 mm, respectively were tested. Furthermore, it is reported on the results of a finite element simulation of the dynamic large scale fracture mechanics tests. Strength and deformation characteristics were determined in dynamic tensile tests. They are discussed with respect to the influence of pearlite content and test temperature. The material specific experimental difficulties in the determination of reliable dynamic crack initiation toughness values of DCI are outlined. T2 - 17th International Conference on Structural Mechanics in Reactor Technology ; SMiRT 17 CY - Prague, Czech Republic DA - 2003-08-17 KW - Dynamic fracture toughness KW - Ductile cast iron KW - Structural integrity KW - Component KW - Specimen geometry KW - Testing KW - Loading rate KW - Test temperature KW - Microstructure KW - Graphite morphology KW - Crack initiation toughness KW - Analysis procedure KW - Finite element simulation KW - Fracture mechanics PY - 2003 IS - G04-4 SP - 1 EP - 8 CY - Prague AN - OPUS4-2856 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stajanca, Pavol A1 - Baensch, Franziska A1 - Baer, Wolfram A1 - Chruscicki, Sebastian A1 - Homann, Tobias A1 - Seifert, Stefan A1 - Schmidt, Dirk A1 - Weltschev, Margit A1 - Wossidlo, Peter A1 - Habib, Abdel Karim T1 - Monitoring of pipes by distributed acoustic fibre optic sensors – A large-scale test on a pipeline under realistic operation condition N2 - The monitoring of oil and gas pipelines by means of distributed fibre optic sensors is becoming common. The most recent development in the field of fibre optic sensing is the distributed acoustic sensing (DAS), which allows to detect and to localize third party threats to pipelines. For this purpose, fibre optic telecommunication cables located close to the pipelines are usually used. However, DAS carries a far greater potential for continuous condition monitoring of pipelines. The interdisciplinary research project AGIFAMOR (Ageing Infrastructures – Fibre Optic Monitoring of Pipes) at BAM investigates a new technical approach to extend the application field of DAS towards the detection and localization of acoustic signals that indicate critical alterations and certain damage scenarios originated from within the pipeline or the pipe wall. Therefore, the optical fibre sensors are applied onto the pipe itself and the application procedure towards an optimal acoustic signal transduction is optimized. A number of laboratory scale experiments were performed focusing on the signal transmission of acoustic signals as well as the detection of damages in the pipe wall by means of DAS. Furthermore, real-scale tests on a pipeline DN100 of 38m length have been carried out at the BAM test site for technical safety (BAM-TTS) to study the detection and localization of leaks and of changing flow profiles due to corrosion or sedimentation processes. T2 - 13th Pipeline Technology Conference CY - Berlin, Germany DA - 12.03.2018 KW - Pipeline monitoring KW - Distributed acoustic sensing KW - Fiber optic sensing PY - 2018 SN - 2198-428X SP - Poster session, paper 9, 1 EP - 8 PB - EITEP (Euro Institute for Information and Technology Transfer in Environmental Protection) CY - Hannover AN - OPUS4-44519 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baer, Wolfram A1 - Häcker, Ralf T1 - Untersuchungen zum Verformungs- und Bruchverhalten von Gusseisenwerkstoffen mit Kugelgraphit bei dynamischer Beanspruchung / Investigations on the deformation and failure behaviour of ductile cast iron materials at high strain rate loading T2 - 31. Tagung des DVM-Arbeitskreises Bruchvorgänge CY - Darmstadt, Germany DA - 1999-02-24 KW - Verformungs- und Bruchverhalten KW - Gusseisenwerkstoffe KW - Dynamische Belastung KW - Dehnrate KW - Prüftemperatur KW - Gefüge KW - Thermisch aktiviertes Fließen KW - Deformation and failure behaviour KW - Ductile cast iron KW - High strain rate loading KW - Strain rate KW - Test temperature KW - Microstructure KW - Thermally activated flow PY - 1999 N1 - Serientitel: DVM-Bericht – Series title: DVM-Bericht SP - 125 EP - 134 PB - Deutscher Verband für Materialforschung und -prüfung CY - Hamburg AN - OPUS4-11901 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -