TY - CHAP A1 - Oesch, Tyler A1 - Stelzner, Ludwig A1 - Weise, Frank ED - Herrmann, H. ED - Schnell, J. T1 - Non-destructive evaluation of the contribution of polymer-fibre orientation and distribution characteristics to concrete performance during fire N2 - Although concrete itself is not a combustible material, concrete mixtures with high density, such has high-performance concretes (HPCs), are susceptible to significant damage during fires due to explosive spalling. Past research has shown that the inclusion of polymer fibres in high density concrete can significantly mitigate this fire damage. The exact mechanisms causing this increased spalling resistance are not yet fully under-stood, but it is thought that the fibres facilitate moisture transport during fire exposure, which in turn contributes to relief of internal stresses in the spalling-susceptible region. In this study, X-ray Computed Tomography (CT) was applied to observe the interaction between polymer fibres and cracking during thermal exposure. For this purpose, two concrete samples containing different polymer fibre types were subjected to incremental application of a defined thermal exposure. CT images were acquired before and after each thermal exposure and powerful image processing tools were used to segment the various material components. This enabled a detailed analysis of crack formation and propagation as well as the visualization and quantification of polymer fibre characteristics within the concrete. The results demonstrated that the orientation of both fibres and cracks in polymer-fibre reinforced concrete tend to be anisotropic. The results also indicated that crack geometry characteristics may be correlated with fibre orientation, with cracks tending to run parallel to fibre beds. Clear quantitative relationships were also observed between heating and increasing cracking levels, expressed in terms of both crack surface area and crack volume. KW - X-ray Computed Tomography (CT) KW - Polypropylene Fibres KW - Fire Performance KW - Fibre-Reinforced Concrete (FRC) KW - Fibre Orientation Analysis PY - 2019 SN - 978-3-030-00868-0 DO - https://doi.org/10.1007/978-3-030-00868-0 SP - 51 EP - 73 PB - Springer Nature Switzerland AG AN - OPUS4-47206 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Knabe, Nicole A1 - Gorbushina, Anna ED - Gurtler, V. ED - Trevors, J. T. T1 - Territories of rock-inhabiting fungi: Survival on and alteration of solid air-exposed surfaces N2 - Subaerial biofilms that are omnipresent at the interface between all solid substrates and the atmosphere are composed of a unique and widespread group of ascomycetes called rock-inhabiting fungi or microcolonial fungi (MCF), typically in communities with other microorganisms. While subaerial biofilms in toto have important roles in mineral weathering and biodeterioration of materials, methodological approaches to subaerial biofilm communities are diverse and frequently focussed on MCF. Here, we review the historical development of the research methods applied in the field and consider perspectives to increase our understanding of the biofilm-induced changes of solid substrate surfaces. KW - Biologically induced mineral weathering KW - Geobiology KW - Microcolonial fungi KW - Subaerial biofilm KW - Symbiosis PY - 2018 UR - https://linkinghub.elsevier.com/retrieve/pii/S0580951718300047 SN - 9780128146040 DO - https://doi.org/10.1016/bs.mim.2018.06.001 VL - 45 SP - Chapter 6, 145 EP - 169 PB - Elsevier AN - OPUS4-47181 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Schmidt, Wolfram A1 - Leinitz, Sarah A1 - Mota, Berta A1 - Crasselt, Claudia ED - Liu, Jiaping ED - Wang, Ziming ED - Holland, Terence ED - Huang, Jing ED - Plank, Johann T1 - Influence of the aqueous phase of cement paste on the rheology in the presence of PCE N2 - The paper presents rheometric results and hydration curves for cementitious systems based on cement mixed with different aqueous phases at solid volume fraction of  = 0.45. The varied aqueous phases were deionized water, limewater, the filter residue of a cement paste mixed at w/c = 2.0, and the filtrate of cement paste at solid volume fraction of 0.45. Each cementitious system provided different amounts and sizes of particles formed in the aqueous phase. The pastes were observed with and without polycarboxylate ether based superplasticizer. It was observed that the presence of particles causes higher PCE saturation dosages to achieve a minimum value, but the minimum value is only affected in the case of large particles. In all cases with and without PCE, the presence of small particles causes increased plastic viscosity. In addition, with decreased number and size of hydrates in the aqueous phase the hydration was retarded, which was specifically pronounced in the presence of PCE KW - Aqueous phase of cement paste KW - Polycarboxylate ether KW - Rheology KW - Yield stress KW - Plastic viscosity KW - Heat of hydration KW - Syngenite KW - Solid volume fraction PY - 2018 SN - 978-1-64195-029-9 SP - SP-329-34, 428 EP - 443 PB - American Concrete Institute CY - Farmington Hill, Michigan AN - OPUS4-47107 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Wolff, Dietmar A1 - Völzke, Holger A1 - Bevilacqua, A. A1 - Alejano, C. A1 - Conde, J.M. A1 - Einziger, R.E. A1 - Fukuda, S.-I. A1 - González Espartero, A. A1 - Gouzy-Portaix, S. A1 - Haddad Andalaf, R.E. A1 - Hambley, D. A1 - Issard, H. A1 - Kessler, J. A1 - Kurpaska, L. A1 - Legat, A. A1 - Qureshi, A.H. A1 - Ruiz, J. A1 - Shirai, K. A1 - Šmaižys, A. A1 - Verrastro, C.A. ED - González Espartero, A. T1 - Demonstrating performance of spent fuel and related storage system components during very long term storage - Final report of a coordinated research project N2 - This publication summarizes the work carried out during an IAEA coordinated research project (CRP) on safe and reliabe management of spent nuclear fuel. This work contributes to the overall goal of demonstrating the performance of spent nuclear fuel and related storage systems components over long durations, and facilitates the transfer of this knowledge to Member States. The technical areas addressed by the CRP participants were related to potential degradation mechanisms in metal casks and concrete overpacks, such as stress corrosion cracking; long term integrity and performance of the fuel cladding; thermo-mechanical behaviour of the metal seals; and long term gamma and neutron shielding capability. The participants also considered past and ongoing demonstration programmes. For each technical topic addressed the main conclusions have been drawn, including information on the development of specific monitoring and inspection techniques as well as future opportunities for closing relevant data gaps. A major achievement is also the establishment of a worldwide network of experts working on current research projects to demonstrate the long term performance of spent fuel in dry storage systems. KW - Spent fuel KW - Storage system components KW - Very long term storage PY - 2019 UR - https://www.iaea.org/publications/13553/demonstrating-performance-of-spent-fuel-and-related-storage-system-components-during-very-long-term-storage SN - 978–92–0–103319–2 SN - 1011–4289 VL - 1878 SP - 1 EP - 198 PB - IAEA Publishing Section CY - Vienna, Austria AN - OPUS4-48519 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Auersch, Lutz ED - Krylov, Victor T1 - Fast trains and isolating tracks on inhomogeneous soils N2 - Methods have been presented for detailed studies of railway vibration and for the fast prediction of train-induced ground vibration. The ground vibration is generated by static or dynamic loads. The main purpose of this contribution was to show the influence of inhomogeneous soils on the different vibration components. Layered soils, namely a soft layer on a stiffer half-space, yield a quite specific transmission behavior. The low-frequency and sometimes also high-frequency cut-off of the transfer function of the soil is demonstrated in theory and by experiments at many sites of which the soil model is approximated from dispersion and transfer function measurements. The layer frequency divides the frequency range in a low-frequency range, where the stiff half-space rules the low amplitudes, and a high amplitude high-frequency range which is mainly determined by the softer top layer. A thick soft layer yields a very low layer frequency, so that the higher soft soil amplitudes have a wider range down to low frequencies. A thin layer yields a high layer frequency, so that the high frequencies above this layer frequency are dominant. The higher the contrast between the stiff half-space and the soft layer is, the stronger the increase between the half-space and layer amplitudes, the more characteristic are the spectra of the soil transfer function. The range of measured soils has been from vS1 down to 125 m/s, vS2 up to 1000 m/s and the layer frequencies are within 10 Hz < f0 < 75 Hz. Moreover, during this measuring campaign in Switzerland, all 11 sites showed clearly the layer-on-half-space behaviour. The transfer functions of inhomogeneous soils have been used to predict the ground vibration due to dynamic axle loads which is usually thought to be the most important component. The passage of static loads, in the contrary, results in very small vibration amplitudes for low train speeds, which can only be found at near distances and at low frequencies. They attenuate very rapidly with distance and lose very rapidly the higher frequency content. The passage of static axle loads can be included in the prediction of railway vibration just for completeness. Special attention should be given to the case if the train runs with the Rayleigh-wave speed of the soil (Rayleigh train). The Rayleigh-train effect is strongest for a homogeneous half-space: At the near-field of the track the amplitudes are raised strongly compared to normal trains, and in addition, little attenuation with distance is observed. In case of a layered soil, the low-frequency cut-off reduces the frequency range and the amplitudes of the homogeneous quasi-static ground vibrations. Therefore, the Rayleigh-train effects are clearly reduced by a layered soil and they disappear if the layer frequency (for example for a thin layer) is higher than the frequency band of the axle impulse. The Rayleigh-train effect could completely disappear in a randomly inhomogeneous soil, but this has not been analysed so far. The axle impulses from static loads can have an additional, quite different effect. They can be scattered by a randomly inhomogeneous soil so that a part (the scattered part) of the axle impulse can reach further distances from the track. This can establish a certain mid-frequency component of the ground vibration which becomes dominant in the far-field, and this important component exists for all train speeds. Experimental results from BAM and international measurements show the importance of the corresponding frequency range. The mitigation of train induced ground vibration by elastic and stiff track elements has been analysed threefold. The vehicle-track interaction yields the reduction at high frequencies above the vehicle-track resonance. This is the standard effect. The filtering of trackbed errors by the bending stiffness of the track yields a certain mid-frequency effect. An even stronger mid-frequency effect is predicted for the mitigation of the scattered axle impulses by the bending stiffness and elastic elements of the track. KW - Ground vibration KW - Inhomogeneous soils KW - Train excitation KW - Prediction KW - Mitigation KW - Layered soils KW - Soft track elements KW - Track beam KW - Scattered axle impulses KW - Wavenumber method KW - Multi-beam method PY - 2019 SN - 978-0-7277-6379-2 DO - https://doi.org/10.1680/gvfhsr.63792.027 SP - Chapter 2, 27 EP - 75 PB - ICE Publishing CY - London ET - 1 AN - OPUS4-48432 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Simon, Franz-Georg A1 - Holm, Olaf A1 - Kalbe, Ute ED - Thiel, S. ED - Thome-Kozmiensky, E. ED - Pretz, T. ED - Senk, D. G. ED - Wotruba, H. T1 - Antimon in Rostaschen aus der Müllverbrennung – Auslaugverhalten und Rückschlüsse für die Aufbereitung N2 - Antimon (Sb) wird industriell vorwiegend als Flammschutzmittel in Kunststoffen verwendet. Am Ende des Lebenszyklus landet etwa die Hälfte des produzierten Sb, vorwiegend über entsprechend dotierte Kunststoffe, in Haus- und vor allem Industrieabfällen und in der Folge auch in relevanten Mengen in Rostaschen aus der Verbrennung dieser Abfälle. Zwar werden in den Produkten Sb-Verbindungen in der Oxidationsstufe 3 eingesetzt, in den Aschen liegt Sb jedoch wegen der leichten Oxidierbarkeit überwiegend in der Oxidationsstufe 5 als Oxyanion vor (Sb(OH)6- oder Sb2O74-). Die Freisetzung beim Kontakt mit Wasser ist zunächst gering, weil die Antimonate schwerlösliche Verbindungen mit Ca2+ bilden. Durch die Carbonatisierung der Aschen während der vorgeschalteten Lagerung sinkt der pH-Wert im Eluat. Die Konzentration von Ca im Eluat nimmt mit fortschreitender Elutionsdauer ab, wodurch sich das Lösungsgleichgewicht verschiebt und Antimonate gelöst werden können. Dieses Verhalten wird durch einen Langzeitversuch mit Lysimetern bestätigt. Experimentelle Daten aus unterschiedlichen Elutionstests wurden mit dem Solver-Modul in MS Excel gefittet. Daraus ergibt sich Ca(Sb(OH)6)2xCa0.78(OH)1.56 als mögliche Verbindung für in Rostaschen enthaltenes Ca-Antimonat. Laut Entwurf der MantelVO ist für Sb in Rostaschen eine Regulierung vorgesehen. Die darin vorgesehenen Grenzwerte könnten ein Problem für Rostaschen darstellen und gefährden die Verwertung der mineralischen Fraktion. In den meisten Bundesländern geschieht der Vollzug derzeit nach dem LAGA Merkblatt M20. Die darin festgelegten Parameter zur Bewertung berücksichtigen im Prinzip nur eine Richtung, bei der sich die Materialeigenschaften im Zuge der Alterung von Rostaschen verbessern. Dieser Zusammenhang ist bei Sb nicht gegeben, was bei der Beurteilung des Gefahrenpotentials aber Berücksichtigung finden sollte. Das entgegengesetzte Verhalten von Sb stellt Aufbereiter und Verwerter möglicherweise vor Probleme. Die Einführung einer Ersatzbaustoffverordnung im Rahmen der MantelVO soll bundeseinheitliche Rechtssicherheit bei der Verwertung von mineralischen Recyclingmaterialien schaffen. Damit würde dann auch eine Grundlage für Investitionen in verbesserte Aufbereitungsverfahren geschaffen werden. Da im Hinblick auf Sb aus dargestellten Zusammenhängen jedoch eher das Gegenteil zu befürchten ist, besteht Forschungsbedarf, um dieses Problem zu lösen. KW - Antimon KW - Rostasche KW - Nassaufbereitung PY - 2019 SN - 978-3-944310-47-3 VL - 6 SP - 148 EP - 164 PB - TK-Verlag CY - Nietwerder ET - 1 AN - OPUS4-47989 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Syc, M. A1 - Simon, Franz-Georg A1 - Biganzoli, L. A1 - Grosso, M. A1 - Hyks, J. ED - Holm, O. ED - Thome-Kozmiensky, E. T1 - Resource recovery from incineration bottom ash: Basics, concepts, principles N2 - Waste-to-energy (WtE) is one of the leading technologies for municipal solid waste (MSW) treatment in Europe. According to Eurostat data, in 2015, 27 % of MSW was utilized in WtE plants, which represents more than 80 million tons per year. Therefore, the European annual production of incineration bottom ash (IBA) is about 20 million tons, as it is about 25 wt% of input MSW. In the European List of Waste, IBA is listed as mirror entry (i.e. waste materials which should be classified as either non-hazardous or hazardous, depending on its hazardous properties and/or content of hazardous substances) under codes 19 01 11 and 19 01 12. Recent trends indicate that WtE allows, apart from utilization of the energy content of waste, also the recovery of various valuable components. Hence, WtE can be included in the key technologies that can put the circular economy concept into practice. Secondary raw materials in the case of WtE are solid residues, especially IBA, as it is a secondary source, particularly of ferrous metals (Fe) and non-ferrous metals (NF) and glass. Moreover, the residual mineral fraction can be used for various applications in the construction industry, i.e. as aggregates substitute for bound or unbound applications, in cement manufacturing or, as indicated by recent research, also in more sophisticated applications, e.g. for ceramics production. Recovery of these metals can also cause huge greenhouse gas savings. Alone in Europe, metal recovery from IBA reduces greenhouse gas emissions by approximately 3.2 million tonnes of CO2 equivalent. KW - Bottom ash KW - Recovery PY - 2018 SN - 978-3-944310-44-2 VL - 1 SP - 1 EP - 10 PB - Thomé-Kozmiensky Verlag GmbH CY - Neuruppin ET - 1 AN - OPUS4-46146 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Golle, U. A1 - Hahn, Oliver A1 - Wintermann, C. ED - Knebel, K. ED - Ortlieb, C. ED - Püschel, G. T1 - Kunsttechnologische und materialwissenschaftliche Zugänge in der Restaurierung zu Parerga in Goethes naturwissenschaftlichen Sammlungen N2 - In Goethes naturwissenschaftlichen Sammlungen, die als Arbeits- und Studiensammlungen, zum Teil aber auch als Lehrsammlung für den Sohn August angelegt sind, haben sich sowohl die eigentlichen Sammlungsobjekte als auch deren vermeintlich ursprünglichen Kontexte durch Beschriftungen, Etiketten und in Teilen noch existierende Präsentationsmedien erhalten. Es stellt sich jedoch die grundsätzliche Frage nach deren Ursprünglichkeit. Präsentieren sich die Objekte noch so wie zur Goethezeit oder erfuhren die historischen Dichotomien im Laufe der Zeit Veränderungen, sodass die zeitgenössischen Präsentationsformen und die damit verbundenen didaktischen Funktionen heute nicht mehr lesbar sind? KW - Parerga KW - Paratext KW - ZfP KW - Archäometrie PY - 2018 SN - 978-3-95498-415-2 VL - 1 SP - 235 EP - 282 PB - Sandstein Verlag CY - Dresden AN - OPUS4-47043 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Romero-Navarrete, José A. A1 - Otremba, Frank ED - Romero-Navarrete, José A. ED - Otremba, Frank T1 - A computational scheme for assessing driving N2 - The systematization of the analysis, based on the Software proposed in this paper, could contribute to integrally improve the sustainability of the Transportation. KW - Computational scheme KW - Assessing KW - Driving PY - 2019 SN - 978-3-030-22870-5 SN - 978-3-030-22871-2 DO - https://doi.org/10.1007/978-3-030-22871-2 SN - 2194-5357 VL - 1 SP - 44 EP - 58 PB - Springer CY - Switzerland AN - OPUS4-48585 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Otremba, Frank A1 - Romero, Jose A. ED - Sio-Iong Ao, T1 - Modeling of vehicle-cargo interaction under different environments N2 - The safety of any transport system depends on a multitude of conditions, parameters and circumstances. In this regard, the interaction of the carried Cargo with the carrying vehicle represents a factor influencing the overall safety of any transport. The effects of cargo on the vehicle have to do with the vibration or shifting of the cargo, affecting the lateral stability of the vehicles and the braking performance. Such interaction has been associated to road crashes and maritime vehicles capsizing. Simulation of cargo-vehicle interaction thus represents an interesting Topic when a reduction in transport accidents is pursued. In this paper, the fundamentals principles for simulating the interaction of the liquid cargo and the carrying vehicle, is presented. In the case of a road transportation, the proposed simplified Simulation methodologies, show good agreement with a full-scale test. KW - Transition matrix approach KW - Braking performance KW - Experimental approach KW - Newton approach Ship stability KW - Sloshing PY - 2018 SN - 978-981-13-2191-7 SP - 47 EP - 57 PB - Springer Nature CY - Singapore AN - OPUS4-46773 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -