TY - GEN A1 - Hahn, Oliver A1 - Nöller, Renate ED - Bausi, A. T1 - Pigments and dyes T2 - Comparative Oriental Manuscript Studies. An Introduction N2 - The present volume is the main achievement of the Research Networking Programme ‘Comparative Oriental Manuscript Studies’, funded by the European Science Foundation in the years 2009–2014. It is the first attempt to introduce a wide audience to the entirety of the manuscript cultures of the Mediterranean East. The chapters reflect the state of the art in such fields as codicology, palaeography, textual criticism and text editing, cataloguing, and manuscript conservation as applied to a wide array of language traditions including Arabic, Armenian, Avestan, Caucasian Albanian, Christian Palestinian Aramaic, Coptic, Ethiopic, Georgian, Greek, Hebrew, Persian, Slavonic, Syriac, and Turkish. Seventy-seven scholars from twenty-one countries joined their efforts to produce the handbook. The resulting reference work can be recommended both to scholars and students of classical and oriental studies and to all those involved in manuscript research, digital humanities, and preservation of cultural heritage. The volume includes maps, illustrations, indexes, and an extensive bibliography. KW - Pigments KW - Dyes PY - 2015 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-447833 UR - https://www.aai.uni-hamburg.de/en/comst/publications/handbook.html SN - 978-3-7323-1768-4 SN - 978-3-7323-1769-1 SN - 978-3-7323-1770-7 DO - https://doi.org/10.5281/zenodo.46784 SP - 75 EP - 77 PB - European Science Foundation CY - Hamburg AN - OPUS4-44783 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Recknagel, Christoph A1 - Alte-Teigeler, R. A1 - Bergmann, F.-J. A1 - Gebhards, G. A1 - Grabe, W. A1 - Guse, J. A1 - Hartel, S. A1 - Huth, P. A1 - Jannicke, B. A1 - Lobach, T. A1 - Schneider, T. A1 - Sondermann, E. A1 - Vengels, D. A1 - Voß, M. A1 - Willand, E. ED - Roßbach, W. T1 - Technische Lieferbedingungen für Fugenfüllstoffe in Verkehrsflächen TL Fug-StB 15 T2 - TL Fug-StB 15 N2 - Nach mehr als 15-jähriger Anwendung und mit der zwischenzeitlichen Einführung europäisch harmonisierter Normen für Fugenmaterialien war eine Anpassung Qualitäts- und Gütesicherungsanforderungen für Fugenfüllungen im Bundesfernstraßenbereich erforderlich. Hierbei ging es insbesondere darum, Maßnahmen und Verfahren zu entwickeln, um das nationale Qualitäts- und Gütesicherungsniveau weiter zu entwickeln und weiterhin sicher stellen zu können. Nach den Untersuchungserfahrungen im Labor und im Feld ging darum, neuartige Material- und Stoffkombinationen qualitätssicher dem Bauprozess zur Verfügung stellen zu können. Erforderliche Anforderungskriterien und zulässige Toleranzen der Lieferqualität wurden neu gefasst. Es wurde ein Verfahren entwickelt, europäische Bauprodukte qualitätsgesichert in den Bauprozess im Bundesfernstraßenbericht zu überführen. KW - Baustoffe KW - Fugenfüllsysteme KW - Anforderungs- und Leistungsrichtlinien PY - 2015 SN - 978-3-86446-163-7 SP - 1 EP - 39 PB - FGSV Verlag GmbH CY - Köln AN - OPUS4-37221 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Recknagel, Christoph A1 - Alte-Teigeler, R. A1 - Bergmann, F.-J. A1 - Gebhards, G. A1 - Grabe, W. A1 - Guse, J. A1 - Hartel, S. A1 - Huth, P. A1 - Jannicke, B. A1 - Lobach, T. A1 - Schneider, T. A1 - Sondermann, E. A1 - Vengels, D. A1 - Voß, M. A1 - Willand, E. ED - Roßbach, W. T1 - Zusätzliche Technische Vertragsbedingungen und Richtlinien für Fugen in Verkehrsflächen ZTV Fug-StB 15 T2 - ZTV Fug-StB 15 N2 - Unter Berücksichtigung praktischer und wissenschaftlich-technischer Erkenntnisse der letzten 15 Jahre - insbesondere auch auf der Basis verschiedener BAM-Forschungsergebnisse und Zulassungsverfahren - erfolgte eine Überarbeitung der Grundlagen, Bauprinzipien, Ausführungs- und Einbaukriterien sowie der Zulassungs- und Gütesicherungsmaßnahmen für insgesamt 4 Bauarten von Fugenfüllsystemen für hochbeanspruchte Verkehrsflächen. In diesem - für den Bundesfernstraßenbereich verbindlichen bautechnischen Regelwerk - finden insbesondere auch die Ergebnisse mehrerer wissenschaftlicher Vorhaben der BAM bezüglich labortechnischer Untersuchungen und Felduntersuchungen zum Funktionsverhalten und zur Dauerhaftigkeit erste baurechtliche Konsequenzen. Auf der Basis von Untersuchungen u.a. im Brückenbau wurden Regelungen für die Fugenausbildung in Asphalt und bei Befestigungskombinationen erarbeitet und umgesetzt. Damit konnten umfassende Regelungen für die maßgebenden Fahrbahnbeläge im Bundesfernstraßenbereich der Straßenbauverwaltung und ausführenden Industrieunternehmungen zur Verfügung gestellt werden. Die Neufassung dieser Regelungen dient darüber hinaus dem Ziel, den von der BAM vertretenen Wechsel hin zu einer performance-bezogenen Bewertungsmethodik, vorzubereiten. KW - Baustoffe KW - Fugen KW - Betonstraßen PY - 2015 SN - 978-3-86446-162-0 SP - 1 EP - 50 PB - FGSV Verlag GmbH CY - Köln AN - OPUS4-37220 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Recknagel, Christoph A1 - Altkrüger, Sabine A1 - Alte-Teigeler, R. A1 - Dröge, Ch. A1 - Faßbender, G. A1 - Habermann, H. A1 - Magner, J. A1 - Oelerich, M. A1 - Rode, P. A1 - Simmleit, N. A1 - Sikinger, T. A1 - Tölle, A. A1 - Zscherpe, O. A1 - Dudenhöfer, B. A1 - Johannsen, K. A1 - Taube, E. A1 - Zilken, M. ED - Eilers, M. T1 - Hinweise für die Herstellung von Abdichtungssystemen aus hohlraumreichen Asphalttraggerüsten mit nachträglicher Verfüllung für Ingenieurbauten aus Beton H HANV T2 - H HANV N2 - Die Anforderungen der modernen Infrastruktur machen schnell ausführbare Abdichtungs- und Brückenbelagssysteme für den Bundesfernstraßenbereich erforderlich. Dazu gibt es innovative Systemansätze, in denen unter Ausnutzung neuer asphalttechnologischer Erkenntnisse und Weiterentwicklungen innovative Belagsaufbauten in Ergänzung zum bestehenden technischen Regelwerk erarbeitet werden. Diese neuartigen Asphaltmaterialien mit verbesserten Asphalt-Gebrauchseigenschaften (Standfestigkeit; Tieftemperaturverhalten) werden durch Kombination mit neuartigen Flüssigkunststoffen zur Aufnahme von schnelle wiederholten Bewegungen (Rissüberbrückungseigenschaften) nochmals verbessert. Durch das optimierte Gebrauchsverhalten und die systembedingten technologischen Verbesserungen ist es bei Einhaltung besonderer materialtechnischer Anforderungen möglich, leistungsfähige Brückenabdichtungs- und Belagssysteme in deutlich schnellerer Bauzeit instandzusetzen bzw. im Neubau auszuführen. Die vorliegende Veröffentlichung verallgemeinert u. a. wissenschaftlich-technische Erkenntnisse der BAM und Erfahrungen im Umgang mit den spezialisierten Baustoffen in eine für die Straßenbaubehörden des Bundes und der Länder praktisch umsetzbare Weise. KW - bautechnisches Regelwerk KW - innovative und schnelle Brückenbeläge PY - 2015 SN - 978-3-86446-135-4 SP - 5 EP - 34 PB - FGSV Verlag CY - Köln AN - OPUS4-37133 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Schoknecht, Ute A1 - Plarre, Rüdiger A1 - Stephan, Ina ED - Lang, A. ED - Zimmer, J. T1 - Einführung in die biologische Wirksamkeitsprüfung von Bioziden im Materialschutz T2 - Segen und Fluch: Biozide - Verwendung, Analytik, Bewertung KW - Biozide KW - Materialschutz KW - Wirksamkeitsprüfung KW - Biocide KW - Material preservation KW - Efficiency test PY - 2015 SN - 9783861021940 SP - 48 EP - 50 PB - Deutsches Historisches Museum CY - Berlin AN - OPUS4-35411 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - di Matteo, G. A1 - Staude, Andreas A1 - Kuhn, R. A1 - Hertel, I. A1 - Seyfried, F. A1 - Reiche, I. ED - Reiche, I. T1 - Investigation of Ancient Egyptian Metallic Artefacts by Means of Micro-Computed Tomography T2 - Berliner Beiträge zur Archäometrie, Kunsttechnologie und Konservierungswissenschaft N2 - In this paper we present the results of imaging studies of ancient Egyptian metallic artifacts using micro-Computed Tomography (micro-CT). Micro-CT is a non-destructive imaging method with high spatial resolution, which enables the examination of the internal structure of objects. It is thus especially suitable for the investigation of cultural heritage and archaeological findings, when it is not possible to sample or difficult to manipulate the object. Using specialized software for 3D visualization and segmentation, data sets of two objects were analyzed. We gained a clear view of the inner structure of a metallic archaeological artifact from the necropolis of Abusir el-Meleq, which is believed to be very ancient in the Egyptian archaeological context (from the Predynastic Era), and were able to distinguish its different omponents under the thick layers of external concretions. These components give hints about the production technology of the object. We also investigated the contents of a closed metal box found near Abusir dated to the Late/Greco-Roman Period. The identified Content corresponds either to sediments or to mineral remains of the original content of the box. Both artifacts are from excavations conducted in Egypt and are part of the archeological collection of the Ägyptisches Museum und Papyrussammlung in Berlin. KW - Computertomographie KW - computed tomography KW - Archäologie KW - archaeology KW - Metall KW - metal PY - 2015 SN - 0344-5089 VL - 23 SP - 79 EP - 84 CY - Berlin AN - OPUS4-35432 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Pfennig, Anja A1 - Schiz, J. A1 - Kranzmann, Axel ED - Jha, A. ED - Wang, C. ED - Neelameggham, N.R. ED - Guillen, D.P. ED - Li, L. ED - Belt, C.K. ED - Kirchain, R. ED - Spangenberger, J.S. ED - Johnson, F. ED - Gomes, A.J. ED - Pandey, A. ED - Hosemann, P. T1 - The role of austenitizing routines of pipe steels during CCS T2 - Energy Technology 2015: Carbon Dioxide Management and Other Technologies N2 - Properties of pipe steels for CCS technology require resistance against the corrosive environment of a potential CCS-site (heat, pressure, salinity of the aquifer, CO2-partial pressure). The influence of austenitizing in heat treatment routines of two different injection pipe steels (1.4034, X46Cr13 and 1.4021, X20Cr13) was evaluated. Steel coupons were austenitized at different temperatures (900 – 1050 °C) for different lengths of time (30–90 min) before quenching and annealing prior to long term corrosion experiments (60°C, 100 bar, artificial brine close to a CCS-site in the Northern German Basin, Germany). In general, fewer pits are found on X46Cr13. Comparing steels with 13% chromium each the higher carbon content of X46Cr13 (0.46% C) results in a lower number of pits compared to X20Cr13 (0.20% C). It is found that neither the carbon content of the steels nor austenitizing temperature has much influence, but local corrosion behaviour is most susceptible towards austenitizing time KW - Corrosion KW - CCS KW - Carbon storage KW - Aquifer KW - Austenitizing PY - 2015 SN - 978-1-119-08240-8 DO - https://doi.org/10.1002/9781119093220.ch15 SP - 131 EP - 137 PB - Wiley AN - OPUS4-34924 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Simon, Franz-Georg A1 - Holm, Olaf ED - Ludwig, C. ED - Matasci, C. ED - Edelmann, X. T1 - Recovery of metals from waste, an example for the resource cycle T2 - Naturals resources, sustainable targets, technologies, lifestyles and governance N2 - Bottom ash from municipal solid waste incineration (MSWI) consists of eiemental metals in considerable amounts. The fine fraction < 4 mm additionally contains chemically bound metals (oxides, carbonates, Silicates). Separation prospects with techniques as in ore processing (flotation, density separation, bioleaching, hydrothermal solution) are discussed. During alteration after wet extraction mineral material with hydraulic properties form coatings on almost all particles of the bottom ash and complicate separation procedures. ln addition bottom ash from MSWI is a heterogeneaus material. For sufficient enrichment different concerted treatment steps seemed to be essential associated with an uncertainty of economic viability. The utilisation of metal compounds present in bottom ash as secondary raw material depends on the energy- and resource-efficiency of the enrichment processes. Therefore energy and material flow considerations are presented. KW - Recyclable material KW - Recycling technology KW - Waste management PY - 2015 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-347572 UR - http://infoscience.epfl.ch/record/213010 SN - 978-3-9521409-6-3 SP - 289 EP - 293 AN - OPUS4-34757 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Pfennig, A. A1 - Wolthusen, Helmut A1 - Zastrow, Philip A1 - Kranzmann, Axel ED - Jha, A. ED - Wang, C. ED - Neelameggham, N.R. ED - Guillen, D.P. ED - Li, L. ED - Belt, C.K. ED - Kirchain, R. ED - Spangenberger, J.S. ED - Johnson, F. ED - Gomes, A.J. ED - Pandey, A. ED - Hosemann, P. T1 - Evaluation of heat treatment performance of potential pipe steels in CCS-environment T2 - Energy Technology 2015: Carbon Dioxide Management and Other Technologies N2 - To resist the corrosive geothermal environment during carbon capture and storage CCS -such as: heat, pressure, salinity of the aquifer, CO2-partial pressure, properties of pipe steels-require certain specification. For evaluation samples of differently heat treated high alloyed stainless injection-pipe steels AISI 420 X46Cr13, AISI 420J X20Cr13 as well as X5CrNiCuNb16–4 AISI 630 were kept at T=60 °C and ambient pressure as well as p=100 bar for 700 h up to 8000 h in a CO2-saturated synthetic aquifer environment similar to a possible geological situation in the northern German Basin. Corrosion rates and scale growth are lowest after long term exposure for steels hardened and tempered at 600 °C to 670 °C and pits -indicating local corrosion- decrease in diameter but increase in number as a function of carbon content of the steel. Martensitic microstructure is preferred with respect to these particular conditions. KW - Corrosion KW - CCS KW - Carbon storage KW - Aquifer KW - High temperature KW - High pressure PY - 2015 SN - 978-1-119-08240-8 DO - https://doi.org/10.1002/9781119093220.ch2 SP - 15 EP - 22 PB - Wiley AN - OPUS4-34717 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Hahn, Oliver T1 - Zerstörungsfreie Materialanalyse T2 - Archäologie in NRW 2010-2015 N2 - Naturwissenschaftliche Verfahren gewinnen zunehmend an Bedeutung bei der Untersuchung von Kunst und Kulturgut und bei der Entwicklung von Konservierungskonzepten zum Erhalt des kulturellen Erbes. Neben bildgebenden Verfahren wie der Computertomographie oder der Radiographie sind materialanalytische Verfahren von großer Wichtigkeit. Durch die Miniaturisierung elektronischer Bauteile kommen immer mehr mobile Untersuchungstechniken auf den Markt, so dass Kulturgüter vor Ort im musealen Kontext untersucht werden können. KW - Zerstörungsfreie Prüfung KW - Materialanalyse KW - Kunst- und Kulturgut PY - 2015 SN - 978-3-8062-3253-0 SP - 186 EP - 187 PB - LVR-LandesMuseum Bonn CY - Bonn AN - OPUS4-34614 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Kaatz, Rico A1 - Recknagel, Christoph ED - Carbary, L.D. ED - Wolf, A. T. T1 - Advanced evaluation of structural sealant glazing systems by a new system test approach T2 - Durability of building and construction sealants and adhesives: 5th volume N2 - More information about the capability and especially about the durability of structural sealant glazing (SSG) systems are needed. To make a contribution to unanswered questions, a suitable system evaluation test is necessary. The basis for such a test is a load function, which accounts for the decisive loads SSG systems are exposed to during their working life. This paper proposes a general load function for standard SSG systems at central German locations for accelerated durability tests. Decisive loads are determined and different SSG construction types defined. The performance of these SSG systems under exposure to external loads and to a dynamic pendulum impact is investigated via finite element analyses using a hyperelastic material model. The external loads are applied separately and superimposed. Compression, tensile, and shear deformations of the sealant are determined. It is found that the sealant is subjected to normal and shear stresses simultaneously. The requirements for a representative specimen are derived. The results will be taken as basics for the development and the construction of a test facility to evaluate the durability of structural sealant glazing systems. KW - Sealants KW - Structural glazing KW - Decisive loads KW - ANSYS KW - Finite element analysis KW - Hyperelastic KW - Non-linear material KW - Grid study KW - Sealant deformation KW - Load function KW - Performance testing KW - System evaluation KW - Structural sealants KW - Durability PY - 2015 SN - 978-0-8031-7611-9 DO - https://doi.org/10.1520/STP158320140074 SN - 2154-6673 N1 - Serientitel: ASTM Selected Technical Papers – Series title: ASTM Selected Technical Papers VL - 5 IS - STP 1583 SP - 376 EP - 402 PB - ASTM CY - West Conshohocken, PA, USA AN - OPUS4-33868 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Recknagel, Christoph A1 - Kaatz, Rico ED - Carbary, L.D. ED - Wolf, A. T. T1 - Exploration and evaluation of the performance and durability of SSG systems by dynamic-mechanical system testing T2 - Durability of building and construction sealants and adhesives: 5th volume N2 - Structural sealant glazing (SSG) is an impressive technical response to the challenges of modern structural design. The evaluation of fitness for use as well as durability is a precondition for approval of SSG-façades by building authorities because of their special safety relevance. However, the potential of the actual evaluation methodology to reproduce performance as well as durability under real use conditions is generally assessed to be limited. The concept so far is criticized as mainly single-loading and incomplete in comparison to the real use conditions. The exercised separation of the in reality interacting loading effects is assessed as insufficient and inadequate to explore performance. Consequently, the performance and capability of SSG-solutions is only fragmentarily explored. However, the most restricting argument so far is the deficit of the actual test methodology for life cycle prognosis under interacting mechanical as well as climatic loads. Because of the limited acceptance, additional structural design conditions are imposed by the authorities. Besides this restriction, there is also an increasing demand by the authorities, architects, and users for determinable working life cycles, not least under economic aspects. That is why knowledge, particularly regarding SSG-performance and durability, must be expanded. Together with partners representing all branches involved in façade engineering (engineering design, sealant producer, applicator, and cladding company) the Federal Institute for Materials Research and Testing (BAM) develops a new system test focused on the substrate–sealant–glass panel interaction. With it, a new comprehensive dynamic–mechanical evaluation methodology already introduced at the fourth Symposium in Anaheim, CA, in 2011 shall be complemented by a performance-related system test. Subject-matter of this contribution is the presentation of a new dynamic–mechanical system test method and its first experimental application on SSG-systems. We describe our approach beginning with the discussion of relevant load effects on sealant joints and with the help of a highly generalized finite element (FE) analysis. Resulting from a parameter study of various load combinations acting on different SSG-construction types, we derive a practicable deformation load function from the decisive load categories taking into account regular as well as extraordinary loads. Assumptions and procedures to quantify their parameter values (regarding the effective direction and order of deformation magnitude affecting the substrate–sealant–glass bond) are discussed. The calculated decisive sealant deformations resulting from the parameter study are validated by simplified mechanical plausibility tests. Subsequently, the transfer of the findings about the substrate–sealant–glass panel bond loading into the design and construction of an adapted system test specimen and the development of a multifunctional test facility is introduced. The multi-functional applicability of the system test device is discussed. On the basis of results during our actual operational checks, first ideas about system performance and durability under superimposed loading are presented. A validation of this new test methodology by comparison to test results of disassembled samples and in situ results is a task for separate research activities. KW - Sealants KW - Structural glazing KW - Performance-oriented test procedure KW - Dynamic–mechanical system test method KW - Superimposed loading KW - Performance evaluation KW - Durability evaluation KW - Performance testing KW - System evaluation KW - Structural sealants PY - 2015 SN - 978-0-8031-7611-9 DO - https://doi.org/10.1520/STP158320140064 SN - 2154-6673 N1 - Serientitel: ASTM Selected Technical Papers – Series title: ASTM Selected Technical Papers VL - 5 IS - STP 1583 SP - 235 EP - 264 PB - ASTM CY - West Conshohocken, PA, USA AN - OPUS4-33867 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Maierhofer, Christiane A1 - Krankenhagen, Rainer A1 - Myrach, Philipp A1 - Meinhardt, J. A1 - Kalisch, U. A1 - Hennen, C. A1 - Mecke, R. A1 - Seidl, T. A1 - Schiller, M. ED - Toniolo, L. ED - Boriani, M. ED - Guidi, G. T1 - Monitoring of cracks in historic concrete structures using optical, thermal and acoustical methods T2 - Built heritage: Monitoring conservation management N2 - Cracks are a major issue in the field of cultural heritage. In order to evaluate the significance of a crack, a long term monitoring of the damaged region is required. However, there is a lack of easy to operate tools for such monitoring measures. Therefore, new or existing methods for other applications have to be optimised for cultural heritage investigation. The paper describes the application of such crack observation methods on a historic concrete sculpture. Beside conventional methods, like mapping by hand and ultrasonic depth profiling, a novel tracking system is presented. Furthermore, the suitability of active thermography for the investigation of cracks was investigated. The results show promising prospects for these non-destructive techniques. KW - Crack monitoring KW - Concrete KW - Thermography KW - Crack mapping PY - 2015 SN - 978-3-319-08532-6 SN - 978-3-319-08533-3 DO - https://doi.org/10.1007/978-3-319-08533-3 SN - 2198-7300 SN - 2198-7319 SP - Part II, 93 EP - 102 PB - Springer AN - OPUS4-33851 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Nehls, Irene A1 - Schallschmidt, Kristin A1 - Becker, Roland A1 - Fischer-Tenhagen, C. A1 - Johnen, D. A1 - Leschber, G. A1 - Frese, S. A1 - Neudecker, J. A1 - Walles, T. ED - Schüler, C. ED - Püschel, K. T1 - BIOAIR - Ein interdisziplinäres Projekt zur Bestimmung von Krebsmarkern in der Atemluft T2 - Faszinosum Spürhunde - Quo vadis? N2 - Wie viele Forschergruppen, haben auch wir uns das langfristige Ziel gesetzt, einen Beitrag bei der Beantwortung der Frage zu leisten, was Hunde riechen, wenn sie Krebs erschnüffeln. Dabei sollen die Hunde nicht nur anzeigen, ob eine Atemluftprobe positiv oder negativ ist, sondern sie sollen auch aktiv eingebunden werden in den systematischen Suchprozess nach detektierbaren Biomarkern. So ist geplant, dass mittels eines präparativen Fraktionssammlers definierte Schnitte des Gaschromatogramms einzeln oder in möglichen Kombinationen auf das Adsorbervlies gebracht werden, um im Hundetraining eingesetzt zu werden. In analoger Weise könnte auch mit spezifischen Kandidatensubstanzen verfahren werden. PY - 2015 SN - 978-3-8300-8763-2 N1 - Serientitel: Forschungsergebnisse aus dem Institut für Rechtsmedizin der Universität Hamburg – Series title: Forschungsergebnisse aus dem Institut für Rechtsmedizin der Universität Hamburg VL - 30 SP - 93 EP - 101 PB - Dr. Kovac AN - OPUS4-33165 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Woydt, Mathias A1 - Scholz, Christian ED - Beswick, J.M. T1 - Slip-rolling resistance of alternative steels under high contact pressures in engine oils T2 - Bearing steel technologies: 10th volume, advances in steel technologies for rolling bearings N2 - The inevitable increase of torque or load, because of lightweight approaches, pushes the oil-film temperatures on the teeth flanks of gears above 200°C, and requires alloys with higher strength and toughness properties. Furthermore, the real temperature on surfaces during the physical vapor deposition (PVD) or chemical vapor deposition (CVD) of thin films can exceed the annealing temperature of the state-of-the-art bearing and gear materials, such as AISI 52100 (1.3505), 16MnCr5 (1.7131), 21NiCrMo (1.6523), and 30CrMoV9 (1.7707). Such trends call for slip-rolling-resistant, alternative alloys suited for contact stresses above P0max of >2.2 GPa. The tribological profile under slip-rolling conditions at 120°C in a factory engine oil (SAE 0W-30, ACEA A3/B4, ν120°C = 5.33 mPa, HTHS150°C = 3.0 mPa) until 10 × 106 load cycles between P0max of 2.25 GPa to 3.92 GPa of uncoated 100Cr6 (1.3505, “PBQ”), 102Cr6 (1.2067), Cronidur 30 (1.4108, DESU), 45SiCrMo6 (1.8062, CVEM), 40SiNiCrMo1 [vacuum arc remelting (VAR)], CSS-42L (AMS 5932, vacuum induction melting (VIM)-VAR, and carburized), 36NiCrMoV1-5-7 (CAB), ASP2012 (ASP), and 20MnCr5 (1.7131, carburized) was established in twin disk machines (Amsler-type and 2Disk). The present benchmark illuminates the tribological impact of uncoated bearing steels in comparison to uncoated alternative steel alloys on friction, wear and slip-rolling resistance, as well as load carrying capacity. Iron-based steel alloyed with silicon or molybdenum reduces alloying costs and avoids thermo-chemical treatments. This benchmark suggests considering an extension to fracture toughness from hardness and strength as a relevant property for slip-rolling alloys. If slip-rolling resistant, the wear rates of the metallurgical different steels were more or less within one order of magnitude, but the influence of increasing contact stresses on the tribological profile differed significantly. KW - Slip rolling KW - Bearing steel KW - High toughness steel KW - Silicon KW - Molybdenum KW - Rolling KW - contact fatigue KW - High contact pressure KW - Low friction PY - 2015 SN - 978-0-8031-7605-8 DO - https://doi.org/10.1520/STP158020140018 SN - 2160-2050 N1 - Serientitel: ASTM International - Selected Technical Papers (STP) – Series title: ASTM International - Selected Technical Papers (STP) VL - 1580 SP - 210 EP - 238 AN - OPUS4-33121 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Vogl, Jochen A1 - Rosner, Martin ED - Boschung, D. ED - Bremmer, J.N. T1 - Lead isotope analysis of an ancient voodoo doll T2 - The materiality of magic KW - Archaeometry KW - Isotopes KW - Lead PY - 2015 SN - 978-3-7705-5725-7 SP - 127 EP - 132, Plates 1-5 PB - Wilhelm Fink GmbH & Co. Verlags-KG CY - Paderborn AN - OPUS4-33034 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Auersch, Lutz A1 - Rücker, Werner ED - Nielsen, J.C.O. T1 - Mitigation measures against vibration for ballasted tracks - Optimisation of sleepers, sleeper pads and the substructure by combined finite-element boundary-element calculations T2 - Noise and vibration mitigation for rail transportation systems - Notes on numerical fluid mechanics and multidisciplinary design N2 - The ground vibrations, which are generated by trains on different tracks, have been calculated by finite-element boundary-element models. The ballasted track is modelled in detail by the finite element method. The infinite soil is modelled by the boundary element method as a homogeneous or layered half-space. The track-soil system is coupled to a simple rigid mass model of the vehicle so that the vehicle-track interaction is completely included. Transfer functions are calculated in frequency domain without and with vehicle-track interaction, the compliance of the track and the mobilities of the soil at different distances from the track. Finally, the ratios between the ground vibration amplitudes with and without mitigation measures are calculated to quantify the effectiveness of the mitigation measures. Tracks with under-sleeper pads have been investigated in a wide parameter study for the RIVAS project. The main parameters that influence the reduction of ground vibration are the stiffness of the under-sleeper pad, the mass and the width of the sleeper. The softest sleeper pad yields the best reduction of the ground vibration. The influence of the sleeper mass is not so strong, as the characteristic frequency is ruled by the mass of the sleeper and the mass of the wheelset as well. PY - 2015 SN - 978-3-662-44832-8 DO - https://doi.org/10.1007/978-3-662-44832-8_48 VL - 126 SP - 401 EP - 408 PB - Springer CY - Berlin Heidelberg AN - OPUS4-32468 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -