TY - JOUR A1 - Pauw, Brian Richard A1 - Smales, Glen Jacob A1 - Anker, A. S. A1 - Annadurai, V. A1 - Balazs, D. M. A1 - Bienert, Ralf A1 - Bouwman, W. G. A1 - Breßler, Ingo A1 - Breternitz, J. A1 - Brok, E. S. A1 - Bryant, G. A1 - Clulow, A. J. A1 - Crater, E. R. A1 - De Geuser, F. A1 - Del Giudice, A. A1 - Deumer, J. A1 - Disch, S. A1 - Dutt, S. A1 - Frank, K. A1 - Fratini, E. A1 - Garcia, P. R. A. F. A1 - Gilbert, E. P. A1 - Hahn, Marc Benjamin A1 - Hallett, J. A1 - Hohenschutz, M. A1 - Hollamby, M. A1 - Huband, S. A1 - Ilavsky, J. A1 - Jochum, J. K. A1 - Juelsholt, M. A1 - Mansel, B. W. A1 - Penttilä, P. A1 - Pittkowski, R. K. A1 - Portale, G. A1 - Pozzo, L. D. A1 - Rochels, L. A1 - Rosalie, Julian A1 - Saloga, Patrick E. J. A1 - Seibt, S. A1 - Smith, A. J. A1 - Smith, G. N. A1 - Spiering, G. A. A1 - Stawski, Tomasz M. A1 - Taché, O. A1 - Thünemann, Andreas A1 - Toth, K. A1 - Whitten, A. E. A1 - Wuttke, J. T1 - The human factor - Results of a small-angle scattering data analysis round robin N2 - A round-robin study has been carried out to estimate the impact of the human element in small-angle scattering data analysis. Four corrected datasets were provided to participants ready for analysis. All datasets were measured on samples containing spherical scatterers, with two datasets in dilute dispersions and two from powders. Most of the 46 participants correctly identified the number of populations in the dilute dispersions, with half of the population mean entries within 1.5% and half of the population width entries within 40%. Due to the added complexity of the structure factor, far fewer people submitted answers on the powder datasets. For those that did, half of the entries for the means and widths were within 44 and 86%, respectively. This round-robin experiment highlights several causes for the discrepancies, for which solutions are proposed. KW - Round Robin KW - Data analysis KW - Small-angle scattering KW - Nanomaterials KW - Interlaboratory comparability KW - Nanostructure quantification KW - Methodology KW - MOUSE PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-587091 DO - https://doi.org/10.1107/S1600576723008324 SN - 1600-5767 VL - 56 IS - 6 SP - 1618 EP - 1629 PB - Wiley-Blackwell CY - Oxford AN - OPUS4-58709 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - INPR A1 - Pauw, Brian Richard A1 - Smales, Glen Jacob A1 - Anker, A. S. A1 - Balazs, D. M. A1 - Beyer, F. L. A1 - Bienert, Ralf A1 - Bouwman, W. G. A1 - Breßler, Ingo A1 - Breternitz, J. A1 - Brok, E. S. A1 - Bryant, G. A1 - Clulow, A. J. A1 - Crater, E. R. A1 - De Geuser, F. A1 - Giudice, A. D. A1 - Deumer, J. A1 - Disch, S. A1 - Dutt, S. A1 - Frank, K. A1 - Fratini, E. A1 - Gilbert, E. P. A1 - Hahn, Marc Benjamin A1 - Hallett, J. A1 - Hohenschutz, Max A1 - Hollamby, M. J. A1 - Huband, S. A1 - Ilavsky, J. A1 - Jochum, J. K. A1 - Juelsholt, M. A1 - Mansel, B. W. A1 - Penttilä, P. A1 - Pittkowski, R. K. A1 - Portale, G. A1 - Pozzo, L. D. A1 - Ricardo de Abreu Furtado Garcia, P. A1 - Rochels, L. A1 - Rosalie, Julian A1 - Saloga, P. E. J. A1 - Seibt, S. A1 - Smith, A. J. A1 - Smith, G. N. A1 - Annadurai, V. A1 - Spiering, G. A. A1 - Stawski, Tomasz A1 - Taché, O. A1 - Thünemann, Andreas A1 - Toth, K. A1 - Whitten, A. E. A1 - Wuttke, J. T1 - The human factor - Results of a small-angle scattering data analysis round robin N2 - A Round Robin study has been carried out to estimate the impact of the human element in small-angle scattering data analysis. Four corrected datasets were provided to participants ready for analysis. All datasets were measured on samples containing spherical scatterers, with two datasets in dilute dispersions, and two from powders. Most of the 46 participants correctly identified the number of populations in the dilute dispersions, with half of the population mean entries within 1.5 % and half of the population width entries within 40 %, respectively. Due to the added complexity of the structure factor, much fewer people submitted answers on the powder datasets. For those that did, half of the entries for the means and widths were within 44 % and 86 % respectively. This Round Robin experiment highlights several causes for the discrepancies, for which solutions are proposed. KW - Round robin KW - Sall-angle scattering KW - Nanostructure quantification KW - Nanostructure KW - SAXS KW - MOUSE KW - X-ray scattering KW - Size distribution KW - Nanoparticles PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-571342 DO - https://doi.org/10.48550/arXiv.2303.03772 SP - 1 EP - 23 PB - Cornell University CY - Ithaca, NY AN - OPUS4-57134 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Wiesler, F. A1 - Hund-Rinke, K. A1 - George, E. A1 - Greef, J.-M. A1 - Holz, F. A1 - Hölze, L.E. A1 - Hülsbergen, K.-J. A1 - Martin, S. A1 - Severin, K. A1 - Spielvogel, S. A1 - Geiger, P. A1 - Nawotke, C. A1 - Kehlenbeck, H. A1 - Schenkel, H. A1 - Adam, Christian A1 - Bloem, E. A1 - Frank, D. A1 - Goldbach, H.E. A1 - Heene, M. A1 - Kratz, S. A1 - Kruse, A. A1 - Möller, K. A1 - Pinnekamp, J. A1 - Schoumans, O.F. A1 - Vogel, Christian A1 - Wulf, S. T1 - Recyclingphosphate in der Düngung – Nutzen und Grenzen N2 - Weltweit werden etwa 80–85 % aller abgebauten Rohphosphate für die Produktion von Düngemitteln verwendet. Bei noch steigendem Bedarf an Phosphor (P) geht man derzeit davon aus, dass die weltweiten P-Reserven noch über 200 Jahre ausreichen. Um den P-Vorrat langfristig abzusichern, sollte der in Reststoffen enthaltene Phosphor möglichst umfänglich genutzt werden. Dieser Forderung trägt das von der Bundesregierung 2012 erstmals beschlossene Deutsche Ressourceneffizienzprogramm ProgRess Rechnung. Rohphosphat wird auch seitens der Europäischen Kommission aufgrundseiner ökonomischen Bedeutung und des unsicheren Angebots als „kritischer Rohstoff“ eingestuft. Vor diesem Hintergrund hat die Bundesregierung in der Verordnung zur Neuordnung der Klärschlammverwertung vom 27. September 2017 in Deutschland eine verpflichtende technische Rückgewinnung von Phosphor für Abwasserbehandlungsanlagen ab einer Ausbaugröße von 100.000 Einwohnerwerten (12 Jahre nach Inkrafttreten der Verordnung) bzw. ab einer Ausbaugröße von über 50.000 Einwohnerwerten (15 Jahre nach Inkrafttreten der Verordnung) vorgeschrieben. Die Verordnung enthält keine Vorgaben hinsichtlich der anzuwendenden Technologie bei der Phosphorrückgewinnung. Ausgenommen von der Rückgewinnungspflicht sind Klärschlämme mit niedrigen Phosphorgehalten (weniger als 20 Gramm Phosphor je Kilogramm Klärschlamm-Trockenmasse). Auch die im Jahre 2017 verabschiedeten neuen Rechtsvorschriften für die Düngung verlangen zukünftig einen nachhaltigen und ressourceneffizienten Umgang mit Nährstoffen bei der landwirtschaftlichen Erzeugung und schränken die P-Zufuhr insbesondere auf hoch versorgten Böden ein (Düngeverordnung vom 26. Mai 2017). Dies wird zu einem mehr am Pflanzenbedarf orientierten und ggf. vermehrt überbetrieblichen Einsatz von wirtschaftseigenen Düngern führen. Um den politischen und gesetzlichen Anforderungen gerecht zu werden, müssen einerseits wirksame und kosteneffiziente technische Verfahren zum P-Recycling (weiter)entwickelt werden. Andererseits müssen die Recyclingprodukte die Anforderungen für eine direkte Verwendung in der Landwirtschaft oder als Rohstoff für die Herstellung von Düngemitteln erfüllen. In dem vorliegenden Standpunkt wird zunächst der potenzielle Beitrag von Reststoffen zur Deckung des P-Bedarfs in der deutschen Pflanzenproduktion geschätzt. Für die wichtigsten Reststoffe werden technische Verfahren zur P-Rückgewinnung bzw. Aufarbeitung skizziert. Auf Basis der Anforderungen der Landwirtschaft bzw. der Düngemittelindustrie an die P-Recyclingprodukte werden deren Herstellungsverfahren bewertet. Schließlich wird der Regelungs- und Forschungsbedarf formuliert. KW - Phosphor KW - Düngemittel KW - Diffusive Gradients in thin films (DGT) PY - 2020 SP - 1 EP - 19 PB - Bundesministerium für Ernährung und Landwirtschaft (BMEL) CY - Berlin AN - OPUS4-51011 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Göbel, E. O. A1 - Hasche, K. A1 - Ulm, G. A1 - Krumrey, M. A1 - Ade, G. A1 - Stümpel, J. A1 - Herrmann, K. A1 - Koenders, L. A1 - Thomsen-Schmidt, P. A1 - Pohlenz, F. A1 - Xu, M. A1 - Dai, G. A1 - Hoffmann, K.-P. A1 - Busch, I. A1 - Frank, W. A1 - Procop, M. A1 - Beck, Uwe T1 - Kalibrierte Schichtdicken-Maßverkörperungen für Nanometerschichten, Teilvorhaben - Kalibrierung von Schichtdicken-Maßverkörperungen im Nanometerbereich - Abschlussbericht des BMBF Verbundvorhabens 13N7704 - 13N77041 KW - Schichtdicke KW - Nanometerbereich PY - 2003 UR - http://edok01.tib.uni-hannover.de/edoks/e01fb02/373214030.pdf SP - 1 EP - 131 PB - Physikalisch-Technische Bundesanstalt CY - Dresden AN - OPUS4-25428 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jentsch, H. A1 - Schwartz, A. A1 - Basedau, Frank A1 - Bazrafshan, K. A1 - Döring, H. A1 - Großwig, S. A1 - Hofmann, Detlef A1 - Kowalle, G. A1 - Kusche, Nadine A1 - Lorenz, R. A1 - Pfeiffer, T. A1 - Sadaghiani, M.R.S. A1 - Scholz, E. A1 - Senze, A. A1 - Tkachenko, Viktoriya A1 - Witt, K. J. ED - Xu, Y. L. ED - Zhu, S. ED - Xia, Y. ED - Ni, Y.Q. ED - Law, S.S. ED - Yin, J. H. ED - Su, Z.Q. T1 - Detection of slipping soil areas with embedded tiny vertical sensing rods N2 - Critical soil zones where large areas along a shear joint might begin to slip should be recognized. In order to avoid damage, monitoring of such unstable zones is necessary. First, soil movements must be detected as early as possible, second, the amount of deformation should be estimated. Because geodetical methods do not provide information about deformation in the underground in different depths, the only way to come to information from possible shear zones is the installation of deformation measurement systems. A special installation method was developed to bring a long-gauge length measurement system into a borehole and transfer data of soil deformations into an installed sensing rod. The mostly vertically installed sensing rod has an outer diameter of 3 mm to 6 mm and contains several optical fibres. One fibre provides integral strain information along the whole length of the rod. To get this information, the phase difference between the fibre input and output is measured and the change of the total length of the fibre can be derived. This easy and cheap online sensing system delivers an early warning of soil deformations respectively possible slip as well as landslides. In case of warning, the second sensing system based on Fibre Bragg Grating sensors located close to the expected shear zone purposefully. It records resulting deformations in detail. In this study, three main objectives were achieved: a) development of tiny pultruded sensing rods with integrated optical sensor fibres, b) installation technology which enables the integration of the sensing rod during drilling and pile driving, and c) development of a stiff but elastic racking material to fix the rod in the soil and to transfer soil deformation into the stiffer sensing rod. These three aspects including the fibre optical measurement systems are described; results from Press Deformation Test (PDT) are presented. Test results of the fibre optical online system are compared and evaluated with the results of conventional inclinometer measurements as well as numerical modelling. An outlook for further possibilities of usage of this monitoring system is given. T2 - SHMII-6 - 6th International conference on structural health monitoring of intelligent infrastructure CY - Hong Kong, China DA - 09.12.2013 KW - Structural health monitoring KW - Soil stability monitoring KW - Optical fibre strain-sensor KW - Geotechnical soil stability KW - Soil deformation modelling PY - 2013 SN - 978-962-367-768-4 SP - 1 EP - 9 AN - OPUS4-29915 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Thomsen-Schmidt, P. A1 - Hasche, K. A1 - Ulm, G. A1 - Herrmann, K. A1 - Krumrey, M. A1 - Ade, G. A1 - Stümpel, J. A1 - Busch, I. A1 - Schädlich, S. A1 - Schindler, A. A1 - Frank, W. A1 - Hirsch, D. A1 - Procop, Mathias A1 - Beck, Uwe T1 - Realisation and metrological characterisation of thickness standards below 100 nm N2 - High-accuracy film thickness measurements in the range below 100 nm can be made by various complex methods like spectral ellipsometry (SE), scanning force microscopy (SFM), grazing incidence X-ray reflectometry (GIXR), or X-ray fluorescence analysis (XRF). The measurement results achieved with these methods are based on different interactions between the film and the probe. A key question in nanotechnology is how to achieve consistent results on a level of uncertainty below one nanometre with different techniques. Two different types of thickness standards are realised. Metal film standards for X-ray techniques in the thickness range 10 to 50 nm are calibrated by GIXR with monochromatised synchrotron radiation of 8048 eV. The results obtained at four different facilities show excellent agreement. SiO2 on Si standards for SE and SFM in the thickness range 6 to 1000 nm are calibrated by GIXR with monochromatised synchrotron radiation of 1841 eV and with a metrological SFM. Consistent results within the combined uncertainties are obtained with the two methods. Surfaces and interfaces of both types of standards are additionally investigated by transmission electron microscopy (TEM). PY - 2004 DO - https://doi.org/10.1007/s00339-003-2273-7 SN - 0947-8396 VL - 78 IS - 5 SP - 645 EP - 649 PB - Springer CY - Berlin AN - OPUS4-17195 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Hasche, K. A1 - Ulm, G. A1 - Herrmann, K. A1 - Krumrey, M. A1 - Ade, G. A1 - Sümpel, J. A1 - Busch, I. A1 - Thomsen-Schmidt, P. A1 - Schädlich, S. A1 - Schindler, A. A1 - Frank, W. A1 - Procop, Mathias A1 - Beck, Uwe T1 - About the calibration of thickness standards on the nanometer scale T2 - 3rd International EUSPEN conference ; 3rd International conference. European Society for Precision Engineering and Nanotechnology ; 4th General meeting. European Society for Precision Engineering and Nanotechnology CY - Eindhoven, The Netherlands DA - 2002-05-26 PY - 2002 SN - 90-386-2883-8 SP - 1 EP - 5 CY - Eindhoven AN - OPUS4-2283 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hasche, K. A1 - Herrmann, K. A1 - Thomsen-Schmidt, P. A1 - Krumrey, M. A1 - Ulm, G. A1 - Ade, G. A1 - Pohlenz, F. A1 - Stümpel, J. A1 - Busch, I. A1 - Schädlich, S. A1 - Frank, W. A1 - Hirsch, D. A1 - Schindler, A. A1 - Procop, Mathias A1 - Beck, Uwe T1 - Ein Beitrag zu kalibrierten Nanometerschichten für unterschiedliche Anwendungsbereiche N2 - Nanotechnologien werden gegenwärtig als leistungsfähige Oberflächentechniken in erheblichem Umfange industriell genutzt. Dabei spielen dünne Schichten und deren Kenndaten eine wesentliche Rolle, z.B. als Röntgenspiegel oder optische und magnetooptische Datenträger. Die Schichtdicke zählt hierbei zu den technologisch wichtigen Parametern. Abgeleitet von Anwenderinteressen, werden für die Röntgenreflektometrie (XRR bzw. GIXR), Elektronenstrahl-Mikroanalyse (EPMA) und Röntgenfluoreszenzanalyse (XRF) einerseits und die Ellipsometrie andererseits zugeschnittene Schichtdickenmaßverkörperungen (SDM) entwickelt, gefertigt und untersucht. Das Ziel ist die Bereitstellung praxistauglicher, kalibrierter SDM, im weiteren Schichtdickennormale (SDN) genannt. SDN sind Maßverkörperungen, für die der Schichtdickenwert mit einer definierten Messunsicherheit bekannt und auf ein metrologisch anerkanntes Längennormal zurückgeführt ist. Berichtet wird über die Herstellung und messtechnische Charakterisierung der beiden spezifischen Varianten von Maßverkörperungen. T2 - 47. Internationales Wissenschaftliches Kolloquium. Technische Universität Ilmenau ; Herbstkonferenz der Gesellschaft für Arbeitswissenschaft ; 6. Workshop Multimedia für Bildung und Wirtschaft CY - Ilmenau, Deutschland DA - 2002-09-23 PY - 2002 UR - http://publica.fraunhofer.de/documents/N-14872.html VL - 47 SP - 568 EP - 569 PB - Techn. Univ. CY - Ilmenau AN - OPUS4-2284 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krause, Martin A1 - Milmann, Boris A1 - Mielentz, Frank A1 - Streicher, Doreen A1 - Redmer, Bernhard A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Schickert, M. T1 - Ultrasonic Imaging Methods for Investigation of Post-tensioned Concrete Structures: A Study of Interfaces at Artificial Grouting Faults and Its Verification N2 - This paper presents the progress of successful location of grouting faults in tendon ducts with ultrasonic imaging. The examples were obtained in the research group FOR 384 funded by DFG (German Research Foundation). The co-operation of experimental research and modeling allowed imaging and identification of grouted and ungrouted areas of tendon ducts (including strands) in a large test specimen (40 m²). In addition to the criteria for indicating grouting faults in post-tensioned ducts known until now the phase evaluation of reflected ultrasonic pulses is described. Experiments and modeling of wave propagation are presented for reflections at metal plates in concrete (thickness range 0.5 mm to 40 mm) and for tendon ducts including strands. The main part of the progress was achieved by automated measurements using dry contact transducers, 3D-SAFT reconstruction including phase evaluation and modeling considering wave propagation for typical elastic parameters and exact experimental site conditions. The results for shear waves as well as for pressure waves are compared in the frequency range from 50 kHz to 120 kHz. KW - Non-destructive testing KW - Tendons KW - Prestressed concrete bridges KW - Ultrasonic echo KW - Reconstruction calculation KW - 3D-SAFT KW - Modeling (EFIT) PY - 2008 DO - https://doi.org/10.1007/s10921-008-0033-5 SN - 0195-9298 SN - 1573-4862 VL - 27 IS - 1-3 SP - 67 EP - 82 PB - Plenum Press CY - New York, NY AN - OPUS4-17922 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mayer, K. A1 - Langenberg, K.-J. A1 - Krause, Martin A1 - Milmann, Boris A1 - Mielentz, Frank T1 - Characterization of reflector types by phase-sensitive ultrasonic data processing and imaging N2 - Ultrasonic and radar imaging techniques are limited in resolution by the wavelength in the material, yet information beyond those limits is hidden in complex frequency dependent reflection coefficients. The analysis of the phase of complex reflection coefficients together with the properties of imaging algorithms can help to characterize and to classify indications of defects in concrete buildings. This paper describes a method to extract phase information from measurements and SAFT reconstructed images. The influencing factors like material properties, transducer characteristics, and imaging algorithms based on Born or Physical Optics approximations are elaborated. Simulated and experimental results are briefly discussed. KW - NDT KW - Imaging KW - Flaw characterization KW - Tendon ducts KW - Phase analysis KW - Ultrasonic echo KW - SAFT KW - FT-SAFT KW - EFIT-modeling KW - Modellierung KW - EFIT KW - Spannbeton KW - Ultraschallecho KW - Spannkanäle KW - Verpressfehler KW - Zerstörungsfreie Prüfung im Bauwesen KW - ZfP-Bau PY - 2008 DO - https://doi.org/10.1007/s10921-008-0035-3 SN - 0195-9298 SN - 1573-4862 VL - 27 IS - 1-3 SP - 35 EP - 45 PB - Plenum Press CY - New York, NY AN - OPUS4-17926 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Block, S. A1 - Boß, K.-H. A1 - Frobese, D.-H. A1 - Pape, H. A1 - Gösslinghoff, L. A1 - Grossepieper, T. A1 - Kasper, R. A1 - Kirchner, W. A1 - Kollmann, P. A1 - Kröger, P. A1 - Ringlstetter, P. A1 - Kuska, T. A1 - Mattejat, K. A1 - Niehüser, H. A1 - Pfeiffer, F. A1 - Pötzsch, Klaus-Michael A1 - Jochems, Frank A1 - Schäfer, H. A1 - Vogt, W. A1 - Zankl, C. A1 - Ludzay, J. T1 - Empfehlungen zur Vermeidung von Überdrücken an Tankfahrzeugen bei Untenbefüllung N2 - Das Risiko von Überdrücken bei der Untenbefüllung von Tankfahrzeugen hat zu Vorfällen mit zum Teil erheblichen Sach- und Personenschäden geführt und ist ein nicht auszuschließendes Gefährdungspotential für Menschen, Umwelt, Anlagen und Transportmittel. Zur weiteren Verbesserung des Managements dieses Risikos und seiner potentiellen Auswirkungen hat der MWV die DGMK gebeten, das Thema in einem Projekt zu bearbeiten, um mögliche Sicherungsdefizite aufzudecken und Lösungsmöglichkeiten aufzuzeigen. Als Forschungsstelle wurde die Physikalisch-Technische Bundesanstalt (PTB) ausgewählt, die das DGMK-Projekt 727 „Überdrucksicherung an Tankfahrzeugen“ gemeinsam mit Vertretern von Tankfahrzeug- und Armaturenherstellern, Mineralölindustrie sowie der Bundesanstalt für Materialforschung und -prüfung (BAM) bearbeitet hat. In Messungen an zwei Füllstellen wurden reale Druck-, Temperatur- und Volumenstromverhältnisse für die Beladung eines Tankfahrzeugs aufgenommen. Es wurde festgestellt, dass es in einem Tankfahrzeug, in dem keine zusätzlichen Druckverluste wie z. B. durch Vereisungen im Inneren der Kippventil-Flammendurchschlagsicherungs-Armatur auftreten, zu keinem unzulässig hohen Druckaufbau in einer Tankwagenkammer kommen kann. Zusätzlich erfolgten Versuche in einer Kältekammer, um die Möglichkeit und die Randbedingungen einer Vereisung des Kippventils und der Flammendurchschlagsicherung zu ermitteln. Mit diesen Ergebnissen sind Szenarien erarbeitet worden, die bekannte Überdruckschadensereignisse erklären können. Aus einer Gefährdungsbeurteilung heraus wurden Maßnahmen beschrieben, wie zukünftig solche Überdruckschäden an Tankfahrzeugen vermieden werden können. Aufbauend auf den Ergebnissen des Projektes hat die Projektbegleitung diese und weitere Maßnahmen hinsichtlich ihrer Umsetzbarkeit diskutiert und die vorliegende Empfehlung zur Vermeidung von Überdrücken an Tankfahrzeugen bei Untenbefüllung erarbeitet. KW - Untenbefüllung KW - Tankfahrzeuge KW - Überdruck KW - Mineralöl KW - Sicherheitsventile PY - 2012 VL - 727 IS - 3 SP - 1-4 EP - Anl. 1-3 AN - OPUS4-27921 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Becker, S. A1 - Beckmann, Jörg A1 - Braun, M.-T. A1 - Cojocari, O. A1 - Feige, V. A1 - Fischer, B. A1 - Friederich, F. A1 - Globisch, B. A1 - Hechtfischer, G. A1 - Hens, K. A1 - Hübers, H.-W. A1 - Jelonnek, J. A1 - Jonuscheit, J. A1 - Keil, A. A1 - Kleine-Ostmann, T. A1 - Marquardt, E. A1 - Mayr, M. A1 - Nickel, H.-U. A1 - Nüßler, D. A1 - Peichl, M. A1 - Peters, O. A1 - Schür, J. A1 - Sprenger, T. A1 - Steiger, A. A1 - van Frank, S. A1 - Vieweg, N. A1 - Wilk, R. ED - Jonuscheit, J. ED - Marquardt, E. T1 - Terahertzsysteme und Anwendungsfelder N2 - Der Frequenzbereich der Terahertzwellen liegt im elektromagnetischen Spektrum zwischen den Mikrowellen und dem infraroten Licht – also etwa im Bereich von 0,1 bis 10 Terahertz (THz). Der VDI-Statusreport „Terahertzsysteme und Anwendungen“ stellt die unterschiedlichen Konzepte für Terahertzsysteme vor und zeigt Anwendungsbeispiele, bei denen die Terahertztechnik erfolgreich eingesetzt wird. Umfangreiche Literaturangaben ermöglichen eine intensivere Beschäftigung mit allen Themen des VDI-Statusreports. KW - Terahertzsysteme PY - 2020 UR - https://www.vdi.de/ueber-uns/presse/publikationen/details/terahertzsysteme-und-anwendungsfelder SP - 1 EP - 44 PB - Verein Deutscher Ingenieure (VDI) CY - Düsseldorf AN - OPUS4-50556 LA - deu 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 - GEN A1 - Becker, S. A1 - Beckmann, Jörg A1 - Cojocari, O. A1 - Feige, V. A1 - Fischer, B. A1 - Friederich, F. A1 - Globisch, B. A1 - Hechtfischer, G. A1 - Hens, K. A1 - Hübers, H.-W. A1 - Jelonnek, J. A1 - Jonuscheit, J. A1 - Keil, A. A1 - Kleine-Ostmann, T. A1 - Mayr, M. A1 - Nüßler, D. A1 - Peichl, M. A1 - Peters, O. A1 - Schür, J. A1 - Sprenger, T. A1 - Steiger, A. A1 - van Frank, S. A1 - Vieweg, N. A1 - Wilk, R. T1 - Terahertzsysteme - Zeitbereichsspektrometer (TDS-Systeme) N2 - Diese Richtlinie definiert Kenngrößen und Messverfahren, um Terahertzsysteme für die Zeitbereichsspektroskopie (TDS)zu spezifizieren. So können Hersteller ihre Systeme übereinstimmend beschreiben und Anwender einfach Systeme vergleichen. Systeme für die Terahertz-Zeitbereichsspektroskopie sind aktive Systeme und nutzen verschiedene Techniken sowohl zur Erzeugung als auch zur zeitaufgelösten Messung von breitbandigen Terahertzimpulsen. Die dazugehörigen Terahertzspektren und -Phasen werden nach einer zeitlichen Abtastung über eine Fourier-Transformation berechnet. In dieser Richtlinie wird ein Überblick über die Funktionsweisen von Zeitbereichsspektrometern gegeben, die eingesetzten Messverfahren näher erläutert sowie die benötigten Begriffe und Kenngrößen definiert. Die Richtlinie konzentriert sich dabei auf Systeme, die auf sogenannten Abtastmessverfahren (Sampling-Messverfahren) basieren. KW - TDS-Systeme PY - 2020 UR - https://www.vdi.de/5590 VL - VDI/VDE 5590 Blatt 2 SP - 1 EP - 22 PB - VDI-Verlag CY - Düsseldorf ET - Entwurf - Oktober 2020 AN - OPUS4-51947 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Brandes, K. A1 - Daum, Werner A1 - Hofmann, Detlef A1 - Basedau, Frank A1 - Kubowitz, P. T1 - Innovative structural damage detection of bridges by least squares adjustment with constraints N2 - Long-term monitoring of bridges requires the early detection of spreading damage because very often the damage is not really visible. For many decades engineers and scientists relayed on dynamic methods especially modal ones. However, after fundamental tests by the U.S. FHWA in 1993, it became evident that more successful methods should be developed, but no innovation really happened. A substantial innovative detection method started four years ago from Lagrange Multiplier Testing which eventually resulted in experimental verification based on measurement of deflection and curvature of the bridge beam and together the methodological combination of both. T2 - 32nd DANUBIA ADRIA SYMPOSIUM on Advances in Experimental Mechanics CY - Starý Smokovec – High Tatras, Slovakia DA - 22.09.2015 KW - Damage detection of bridges KW - Monitoring KW - Lagrange multiplier test PY - 2016 DO - https://doi.org/10.1016/j.matpr.2016.03.025 SN - 2214-7853 VL - 3 IS - 4 SP - 942 EP - 946 PB - Elsevier AN - OPUS4-36667 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Fraňa, K. A1 - Attia, S. H. A1 - Otremba, Frank T1 - Numerical simulation of the filling process in the pressure bottle N2 - Parameter study for CFD in the bottle – grid resolution plays an important role on the temperature at the specific positions, 2D axi-symetrical calculation is a sufficient solution strategy in regards to the examined particular Problem. The intensity of filling process can be controlled by pressure “User defined function” provided by experiments. Numerical simulation demonstrated feasibility to predict temperature progress during the filling process successfully validated by experiments. The turbulent model k-w SST is the best strategy for the turbulent property calculations. The most intensive turbulent kinetic energy appeared in the middle region of the pressure bottle, the impact of the eddy viscosity on the wall was mostly in the wall region. T2 - ECMMM 2018 CY - Krakow, Poland DA - 10.02.2018 KW - Numerical simulation KW - Pressure bottle PY - 2018 AN - OPUS4-44177 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Fraňa, K. A1 - Attia, S. H. A1 - Otremba, Frank T1 - A numerical simulation of the filling process in the pressure bottle N2 - A filling process of the pressure bottle used for the air storage was investigated by numerical simulations. During the filling process, the temperature was rising up to maximal value and after that started to decline. The good match was found between experimental and numerical results. In order to reproduce the experimental conditions, the process of the filling bottle was controlled by the pressure which varied in time. This filling strategy influenced furthermore the mass flow rate and the air flow velocity. Because of the geometrical symmetry, the simulation was calculated as an axisymmetric problem. KW - Filling procedere KW - Receptacle PY - 2018 UR - http://www.ijmerr.com/index.php?m=content&c=index&a=show&catid=162&id=997 DO - https://doi.org/10.18178/ijmerr.7.5.558-563 SN - 2278-0149 VL - 7 IS - 5 SP - 558 EP - 563 PB - IJMERR CY - Rowland Heights, CA, USA AN - OPUS4-46021 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Beck, M. A1 - Becker, S. A1 - Beckmann, Jörg A1 - Cojocari, O. A1 - Feige, V. A1 - Fischer, B. A1 - Friederich, F. A1 - Globisch, B. A1 - Haupt, H. A1 - Hechtfischer, G. A1 - Hens, K. A1 - Hübers, H.-W. A1 - Jelonnek, J. A1 - Jonuscheit, J. A1 - Keil, A. A1 - Kleine-Ostmann, T. A1 - Nickel, H.-U. A1 - Peichl, M. A1 - Peters, O. A1 - Sprenger, T. A1 - Steiger, A. A1 - van Frank, S. A1 - Vieweg, N. A1 - Werner, M. A1 - Wilk, R. T1 - Terahertzsysteme - Anwendungsfelder und Systeme N2 - Die nicht ionisierende elektromagnetische Strahlung im Bereich von Terahertz-Frequenzen ermöglicht berührungslose und zerstörungsfreie Mess- und Prüftechnik in zahlreichen Bereichen. Nach ersten Anwendungen in der Astronomie und der Atmosphärenforschung wurden in letzter Zeit Anwendungsfelder in der Sicherheitstechnik, der Medizintechnik, der Nachrichtentechnik und der zerstörungsfreien Prozess- und Qualitätskontrolle erschlossen. Dielektrische Materialien wie Kunststoffe und Keramiken können von Terahertz-Wellen durchdrungen werden. Das ermöglicht Untersuchungen des Objektinneren ohne spezielle Schutzmaßnahmen, wie sie z.B. beim Röntgen notwendig sind. Die Richtlinie erleichtert die Verständigung zwischen Nutzern, Herstellern und dem Vertrieb von Terahertz-Systemen. In der Richtlinie werden bekannte Einsatzgebiete sowie die eingesetzten Verfahren und Funktionsprinzipien aufgeführt, um den Leser bei der Auswahlentscheidung zu unterstützen. Nach einer kurzen Einführung in die physikalischen Grundlagen und Hinweisen zur elektromagnetischen Verträglichkeit, zum Strahlenschutz und zur regulierten Frequenzvergabe werden die verschiedenen Geräteklassen von Terahertz-Systemen ausführlich vorgestellt. Die Richtlinie gibt Hinweise zur messtechnischen Charakterisierung von Terahertz-Wellen. Einsatzgebiete von Terahertz-Systemen, wie die zerstörungsfreie Prüfung, die Dicken- und Abstandsmessung, die Tomografie und die chemische Analytik, werden mit ihren spezifischen Eigenschaften im Detail beschrieben. Umfangreiche Literaturverweise vereinfachen eine vertiefte Beschäftigung mit den Themen der Richtlinie. Eine tabellarische Übersicht mit einer Zusammenfassung, welche Terahertz-Systeme für welche Anwendungsfelder eingesetzt werden können, vervollständigt die Richtlinie. KW - Terahertzsysteme KW - THz-Wellen PY - 2018 UR - https://www.vdi.de/5590 VL - VDI/VDE 5590 Blatt 2 SP - 1 EP - 27 PB - VDI-Verlag CY - Düsseldorf ET - Entwurf - November 2018 AN - OPUS4-46727 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weise, Frank A1 - Meng, Birgit A1 - Pirskawetz, Stephan A1 - Voland, K. T1 - Influence of simultaneous cyclic loading and external alkali supply on the alkali-silica reaction in concrete pavements N2 - In recent years the German motorway network has seen an increase in the occurrence of damage to concrete road surfaces which can be attributed to the alkali-silica reaction (ASR). In view of the often drastically reduced life expectancy of road surfaces due to ASR, research activity in this field has notably increased. Alongside preventative measures in concrete technology, the main research focus up to now has been the development of performance-oriented testing procedures for ASR prevention. This included more specifically the accelerated simulation of climatic effects and external alkali penetration on road surfaces. The effects of mechanical pre-damage resulting from cyclic traffic loading and climatic impact had previously not been taken into consideration. Since 2011, the five-partner research group 1498 sponsored by the German Research Foundation (DFG) has been pursuing research on how simultaneous cyclic loading and external alkali penetration impacts destructive ASR in road surface concretes. The depiction of the myriad degradation and transport processes necessary for an understanding of these effects requires close interaction between experiments and their multi-scale modelling. This paper aims to focus on the aforementioned experiments by means of innovative testing techniques. The research is founded on a series of cyclic fatigue tests performed on large-format beams, both with and without previous application of a sodium chloride (NaCl) solution, with simultaneous tracking of crack development. Subsequently, smaller test specimens were extracted from the pre-damaged beams for further experiments. These included the spatial visualization and quantification of fatigue-induced cracks using micro X-ray 3D-computed tomography (3D-CT). Additionally, the effects of fatigue-induced cracks on alkali transport were investigated using Laser-Induced Breakdown Spectroscopy (LIBS). Subsequent storage of the small-format test specimens, with and without cyclic pre-damage, in an ASR-conducive environment then provided initial findings on the influence of fatigue-induced predamage on the ASR. T2 - 15th International Conference on Alkali-Aggregate reaction (ICAAR 2016) CY - Sao Paulo, Brazil DA - 03.07.2016 KW - concrete pavements KW - alkali-silica-reaction KW - fatigue KW - damage monitoring PY - 2016 SP - Paper 191 AN - OPUS4-37142 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brandes, K. A1 - Daum, Werner A1 - Hofmann, Detlef A1 - Basedau, Frank A1 - Kubowitz, P. T1 - Innovative structural damage detection of bridges by least squares adjustment with constraints T2 - 32nd Danubia-Adria Symposium on advances in experimental mechanics CY - Starý Smokovec, Slovakia DA - 2015-09-22 PY - 2015 SN - 978-80-554-1094-4 SP - 18 EP - 19 CY - Zilina AN - OPUS4-34486 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mayer, K. A1 - Milmann, Boris A1 - Krause, Martin A1 - Mielentz, Frank T1 - Methode zum Nachweis von Verpressfehlern in Spannbeton durch Phasenauswertung bei Ultraschallecho-Verfahren KW - Ultraschall-Echo-Verfahren KW - Verpressfehler KW - Spannbeton KW - Hüllrohr KW - Brücken PY - 2008 SN - 1616-069X SN - 0948-5112 VL - 112 IS - 12 SP - 37 EP - 40 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung CY - Berlin AN - OPUS4-18685 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sokolowski-Tinten, K. A1 - Barty, A. A1 - Boutet, S. A1 - Shymanovich, U. A1 - Bogan, M. A1 - Marchesini, S. A1 - Hau-Riege, S. A1 - Stojanovic, N. A1 - Bonse, Jörn A1 - Tobey, R. A1 - Ehrke, H. A1 - Cavalleri, A. A1 - Duesterer, S. A1 - Frank, M. A1 - Bajt, S. A1 - Schulz, J. A1 - Seibert, M. A1 - Hajdu, J. A1 - Treusch, R. A1 - Chapman, H. T1 - Short-pulse laser induced transient structure formation and ablation studied with time-resolved coherent XUV-scattering N2 - XUV- and X-ray free-electron-lasers (FEL) combine short wavelength, ultrashort pulse duration, spatial coherence and high intensity. This unique combination of properties opens up new possibilities to study the dynamics of non-reversible phenomena with ultrafast temporal and nano- to atomic-scale spatial resolution. In this contribution we wish to present results of time-resolved experiments performed at the XUV-FEL FLASH (HASYLAB/Hamburg) aimed to investigate the nano-scale structural dynamics of laser-irradiated materials. Thin films and fabricated nano-structures, deposited on Si3N4-membranes, have been excited with ultrashort optical laser pulses. The dynamics of the non-reversible structural evolution of the irradiated samples during laser-induced melting and ablation has been studied in an optical pump - XUV-probe configuration by means of single-shot coherent scattering techniques (i.e. diffraction imaging [1]). In a first set of experiments we investigated the formation of laser induced periodic surface structures (LIPSS) on the surface of thin Si-films (thickness 100 nm). In a simplified view LIPPS are generated as a result of interference between the incident laser pulse and surface scattered waves which leads to a periodically modulated energy deposition. Time-resolved scattering using femtosecond XUV-pulses (with a wavelength of 13.5 nm and 7 nm) allowed us to directly follow LIPSS evolution on an ultrafast time-scale and with better than 40 nm spatial resolution. The observed scattering patterns show almost quantitative agreement with theoretical predictions [2] and reveal that the LIPSS start to form already during the 12 ps pump pulse. In the second set of measurements we studied picosecond and femtosecond laser induced ablation and disintegration of fabricated nano-structures. Correlations of coherent diffraction patterns measured at various time delays to the pattern of the undisturbed object show that order in the structure is progressively lost starting from short length scales. This structural rearrangement progresses at close to the speed of sound in the material. Under certain circumstances (e.g. adequate sampling) it became also possible to reconstruct real-space images of the object as it evolves over time [3]. The possibility of femtosecond single-shot imaging of ultrafast dynamic processes with nanoscale resolution provides yet more details of the physical processes involved. [1] H. N. Chapman et al. Nature Phys. 2, 839 (2006). [2] J. F. Young et al., Phys. Rev. B 27, 1155 (1983). [3] A. Barty et al. Nature Phot. 2, 415 (2008). T2 - Fall meeting of the materials research society 2009 CY - Boston, MA, USA DA - 2009-11-30 KW - Femtosecond laser ablation KW - Laser-induced periodic surface structures KW - Time-resolved coherent XUV scattering KW - Semiconductor KW - Silicon PY - 2010 DO - https://doi.org/10.1557/PROC-1230-MM05-03 N1 - Serientitel: Materials Research Society symposium proceedings – Series title: Materials Research Society symposium proceedings VL - 1230E IS - Paper 1230-MM05-03 SP - 1 EP - 6 AN - OPUS4-21438 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krause, Martin A1 - Mayer, K. A1 - Ballier, G. A1 - Friese, Martin A1 - Mielentz, Frank A1 - Milmann, Boris T1 - Darstellung des Verpresszustandes von Spannkanälen mit 3D-Ultraschallechoverfahren: Modellierung und Experiment T2 - DGZfP-Jahrestagung 2010 CY - Erfurt, Deutschland DA - 2010-05-10 KW - Ultraschallecho KW - Rekonstruktionsrechnung KW - SAFT KW - Spannkanäle PY - 2010 SN - 978-3-940283-26-9 IS - DGZfP-BB 122 (Mi.3.B.1) SP - 1 EP - 12 CY - Berlin AN - OPUS4-22900 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Krause, Martin A1 - Mayer, K. A1 - Mielentz, Frank A1 - Milmann, Boris A1 - Streicher, Doreen ED - L. Binda, ED - M. di Prisco, ED - R. Felicetti, T1 - New examples for ultrasonic imaging of prestressed concrete elements T2 - 1st International RILEM Conference, - on Site Assessment of Concrete, Masonry and Timber Structures (SACoMaTiS 2008) CY - Varenna, Italy DA - 2008-09-01 KW - Ultrasonic imaging KW - Grouting condition KW - Elastodynamic Finite Integration Technique (EFIT) PY - 2008 SN - 978-2-35158-062-2 VL - 1 IS - PRO 59 SP - 1 EP - 10 PB - RILEM Publications AN - OPUS4-19069 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Westwood, S. A1 - Josephs, R. A1 - Daireaux, A. A1 - Wielgosz, R. A1 - Davies, S. A1 - Kang, M. A1 - Ting, H. A1 - Philipp, Rosemarie A1 - Malz, Frank A1 - Shimizu, Y. A1 - Frias, E. A1 - Pérez, M. A1 - Apps, P. A1 - Fernandes-Whaley, M. A1 - De Vos, B. A1 - Wiagnon, K. A1 - Ruangrittinon, N. A1 - Wood, S. A1 - Duewer, D.L. A1 - Schantz, M.M. A1 - Bedner, M. A1 - Hancock, D. A1 - Esker, J. T1 - An international comparison of mass fraction purity assignment of theophylline: CCQM pilot study CCQM-P20.e (Theophylline) PY - 2009 DO - https://doi.org/10.1088/0026-1394/46/1A/08019 SN - 0026-1394 SN - 1681-7575 VL - 46 IS - 08019 SP - 1 EP - 37 PB - Inst. of Physics Publ. CY - Bristol AN - OPUS4-20030 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mielentz, Frank A1 - Boehm, Rainer A1 - Krause, Martin A1 - Mayer, K. T1 - Optimierung von Ultraschall-Prüfkopf-Arrays für die zerstörungsfreie Prüfung im Bauwesen mithilfe von Modellierungen T2 - DGZfP-Jahrestagung 2009 CY - Münster, Deutschland DA - 2009-05-18 KW - Ultraschall KW - Beton KW - Modellierung KW - Schallfeld KW - Punktquellensynthese KW - Elastodynamische Finite Integrationstechnik (EFIT) KW - Prüfkopf KW - Array KW - Gruppenstrahler KW - Phased array PY - 2009 SN - 978-3-940283-16-0 IS - DGZfP-BB 115 (Poster 2) SP - 1 EP - 13 AN - OPUS4-20328 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Milmann, Boris A1 - Krause, Martin A1 - Mielentz, Frank A1 - Mayer, K. T1 - Ultraschallecho-Verfahren für Spannbeton: Signifikanter Nachweis von Verpressfehlern mit Phasenauswertung T2 - Fachtagung Bauwerksdiagnose - Praktische Anwendungen Zerstörungsfreier Prüfungen und Zukunftsaufgaben CY - Berlin, Deutschland DA - 2008-02-21 KW - Ultraschallecho KW - Spannbeton KW - Verpressfehler KW - Modellierung KW - Polarimetrische Abbildungsverfahren PY - 2008 SN - 978-3-940283-08-5 N1 - Serientitel: Berichtsband der Deutschen Gesellschaft für Zerstörungsfreie Prüfung – Series title: Berichtsband der Deutschen Gesellschaft für Zerstörungsfreie Prüfung IS - 112 SP - 1 EP - 11 (Beitrag 11) PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung CY - Berlin AN - OPUS4-18280 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krause, Martin A1 - Gräfe, Boris A1 - Mielentz, Frank A1 - Milmann, Boris A1 - Friese, Martin A1 - Wiggenhauser, Herbert A1 - Mayer, K. ED - M.G. Alexander, ED - H.-D. Beushausen, ED - F. Dehn, ED - P. Moyo, T1 - Ultrasonic imaging of post-tensioned concrete elements: New techniques for reliable localization of grouting defects T2 - 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting CY - Cape Town, South Africa DA - 2008-11-24 KW - Post-tensioned concrete KW - Ultrasonic echo KW - Phase evaluation KW - Air-coupled ultrasound PY - 2009 SN - 978-0-415-46850-3 SP - 521 EP - 527 PB - CRC Press CY - Boca Raton AN - OPUS4-20651 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Krause, Martin A1 - Mayer, K. A1 - Friese, Martin A1 - Milmann, Boris A1 - Mielentz, Frank A1 - Ballier, G. ED - Odile Abraham, ED - Dérobert, Xavier T1 - Progress in ultrasonic tendon duct imaging T2 - NDTCE `09 - 7th international symposium on non destructive testing in civil engineering CY - Nantes, France DA - 2009-06-30 KW - Reconstruction calculation KW - SAFT KW - EFIT Modelling KW - Prestressed concrete structures PY - 2009 SN - 978-2-7208-2542-5 SN - 1628-4704 IS - Paper 77 SP - 147 EP - 154 AN - OPUS4-20652 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sokolowski-Tinten, K. A1 - Barty, A. A1 - Boutet, S. A1 - Shymanovich, U. A1 - Chapman, H. A1 - Bogan, M. A1 - Marchesini, S. A1 - Hau-Riege, S. A1 - Stojanovic, N. A1 - Bonse, Jörn A1 - Rosandi, Y. A1 - Urbassek, H. M. A1 - Tobey, R. A1 - Ehrke, H. A1 - Cavalleri, A. A1 - Düsterer, S. A1 - Redlin, H. A1 - Frank, M. A1 - Bajt, S. A1 - Schulz, J. A1 - Seibert, M. A1 - Hajdu, J. A1 - Treusch, R. A1 - Bostedt, C. A1 - Hoener, M. A1 - Möller, T. T1 - Short-pulse laser induced transient structure formation and ablation studied with time-resolved coherent XUV-scattering T2 - International high-power laser ablation conference CY - Santa Fe, USA DA - 2010-04-18 KW - Femtosecond laser ablation KW - Free electron lasers KW - Coherent scattering PY - 2010 SN - 978-0-7354-0828-9 N1 - Serientitel: AIP conference proceedings – Series title: AIP conference proceedings IS - 1278 SP - 373 EP - 379 PB - American Institute of Physics CY - Melville, NY, USA AN - OPUS4-22230 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mielentz, Frank A1 - Ernst, Hardy A1 - Wüstenberg, Hermann A1 - Mayer, K. A1 - Marklein, R. T1 - Gruppenstrahler für Ultraschallprüfungen von Betonbauteilen - Überprüfung der Funktionsweise eines laufzeitgesteuerten Gruppenstrahlers durch Visualisierung der Wellenausbreitung KW - Gruppenstrahler KW - Beton KW - Wellenausbreitung PY - 2004 SN - 0025-5300 VL - 46 IS - 11-12 SP - 582 EP - 586 PB - Carl Hanser Verlag CY - München AN - OPUS4-4660 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Becker, Günther A1 - Lenz, Michael A1 - Frank, H. K. T1 - Die Giftwirkung von Aspergillus flavus-Stämmen auf Termiten in Beziehung zu ihrem Aflatoxin-Gehalt PY - 1969 SN - 0044-2291 VL - 56 IS - 4 SP - 451 EP - 464 PB - Duncker & Humblot CY - Berlin AN - OPUS4-10774 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Koenders, L. A1 - Hasche, K. A1 - Ulm, G. A1 - Krumrey, M. A1 - Ade, G. A1 - Stümpel, J. A1 - Busch, I. A1 - Thomsen-Schmidt, P. A1 - Schädlich, S. A1 - Schindler, A. A1 - Frank, W. A1 - Beck, Uwe A1 - Procop, Mathias T1 - Über die metrologische Charakterisierung von Schichtdicken Standards im Nanometerbereich T2 - 12th Applied Surface Analysis Workshop ; AOFA 12 CY - --- DA - 2002-09-15 PY - 2002 AN - OPUS4-2285 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Brandes, K. A1 - Daum, Werner A1 - Buchhardt, Frank T1 - Methodische Symbiose von Messung und mechanischer Analyse beim Langzeit-Monitoring von Spannbetonbrücken T2 - GESA Symposium 2005 CY - Saarbrücken, Deutschland DA - 2005-09-21 KW - Langzeit-Monitoring KW - Modellgestützte Messverfahren KW - Vergleich von Modell und Messung KW - Lagrangesche Methode PY - 2005 SN - 3-18-091899-3 SN - 0083-5560 N1 - Serientitel: VDI-Berichte – Series title: VDI-Berichte IS - 1899 SP - 137 EP - 151 PB - VDI-Verl. CY - Düsseldorf AN - OPUS4-10995 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Krause, Martin A1 - Mielentz, Frank A1 - Milmann, Boris A1 - Mayer, K. T1 - Objektabbildung mit scannenden Ultraschallecho-Verfahren KW - ZfPBau KW - Ultraschallecho KW - Betonbauteile KW - Spannkanäle KW - Phased Array KW - Rekonstruktionsrechnung KW - Modellierung elastischer Wellen PY - 2006 SN - 978-3-433-01833-0 SN - 0342-7617 VL - 1 IS - Kap. V / Abschnitt 8 SP - 543 EP - 554 PB - Ernst CY - Berlin AN - OPUS4-14272 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Krause, Martin A1 - Mielentz, Frank A1 - Milmann, Boris A1 - Streicher, Doreen A1 - Mayer, K. T1 - Ultrasonic Reflection Properties at Interfaces Between Concrete Steel and Air: Imaging and Modelling T2 - NDE Conference on Civil Engineering CY - St. Louis, Missouri, USA DA - 2006-08-14 KW - Ultrasonic echo KW - Concrete PY - 2006 SN - 1-57117-148-7 SP - 472 EP - 479 PB - ASTM CY - St. Louis AN - OPUS4-14239 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Malz, Frank A1 - Yoneda, Y. A1 - Kawada, T. A1 - Mereiter, K. A1 - Kosma, P. A1 - Rosenau, T. A1 - Jäger, Christian T1 - Synthesis of methyl 4'-O-methyl-beta-D-cellobioside-13C12 from D-glucose-13C6. Part 2: Solid-state NMR studies KW - Cellodextrins KW - Cellulose KW - Model compounds KW - Solid-state NMR KW - Glycosidic bond KW - C-13 isotopic labeling PY - 2007 SN - 0008-6215 SN - 1873-426X VL - 342 IS - 1 SP - 65 EP - 70 PB - Elsevier CY - Amsterdam AN - OPUS4-14450 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krause, Martin A1 - Mayer, K. A1 - Friese, Martin A1 - Milmann, Boris A1 - Mielentz, Frank A1 - Ballier, G. T1 - Progress in ultrasonic tendon duct imaging N2 - Ultrasonic imaging of tendon ducts enables the precise localisation of grouting faults in many cases. Additionally to well known criteria for detecting grouting faults in tendon ducts recently new possibilities were developed. Two main effects influence the complex behaviour of wave propagation and reflection: a) different arrangement and number of strands or internal rebars; b) superposition of reflecting signals and different wave modes propagating into the interface region around the tendon duct. In order to understand the experimental results, EFIT modelling is performed (EFIT: Elastodynamic Finite Integration Technique). KW - Ultrasonic imaging KW - Prestressed concrete structures KW - Reconstruction calculation KW - SAFT KW - EFIT modelling PY - 2011 DO - https://doi.org/10.3166/ejece.15.461-485 SN - 1964-8189 VL - 15 IS - 4 SP - 461 EP - 485 PB - Lavoisier CY - Paris AN - OPUS4-23853 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mielentz, Frank A1 - Feller, Viktor A1 - Krause, Martin A1 - Orglmeister, R. A1 - Mayer, K. T1 - Schallfeldmodellierung von Ultraschall-Transversalwellen-Prüfköpfen - Modellierung von Prüfkopfarrays mit der Elastodynamischen Finiten Integrationstechnik und der Punktquellensynthese N2 - Ultraschallmessverfahren werden seit Langem erfolgreich für Prüfaufgaben, wie zum Beispiel die Ermittlung von Bauteilgeometrien, im Bauwesen eingesetzt. Um die Schallbündelung der Prüfköpfe zu verbessern, werden oft mehrere Prüfköpfe in einem Array angeordnet. Für die Entwicklung der Prüfkopfarrays ist es zweckmäßig, mithilfe von Modellierungen den Einfluss der Arraygröße, der Anordnung der Einzelprüfköpfe im Array und der Prüffrequenz auf das Schallfeld zu untersuchen. Dazu werden in der Praxis erfolgreich Modellierungen auf der Basis der Elastodynamischen Finiten Integrationstechnik (EFIT) und der Punktquellensynthese angewendet. Beim Aufbau der Arrays kommen zurzeit immer häufiger Transversal-Punktkontaktprüfköpfe zur Anwendung. Daher wird bei der Beschreibung der Schallfeldberechnung insbesondere auf die der Transversalwellenprüfköpfe eingegangen und mithilfe von Modellierungen und Experimenten gezeigt, wie sich die Prüfkopfpositionierung auf die Richtcharakteristik auswirkt. KW - Ultraschall KW - Beton KW - Transversalwellen KW - Modellierung KW - Punktquellensynthese KW - Elastodynamische Finite Integrationstechnik KW - EFIT PY - 2013 DO - https://doi.org/10.3139/120.110510 SN - 0025-5300 VL - 55 IS - 11-12 SP - 856 EP - 864 PB - Hanser CY - München AN - OPUS4-29685 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Müller, Renate A1 - Rudolphi, Reinald A1 - Sagelsdorff, R. A1 - Ghazi Wakili, K. A1 - Frank, T. A1 - Rickert, H. T1 - Kurzzeit-Prüfverfahren zur Bestimmung der Wärmeleitfähigkeit und der spezifischen Wärmekapazität von nichtmetallischen Baustoffen bei Temperaturen von -20°C bis 90°C N2 - Die Berechnung von Wärmebrücken unter stationären und instationären Randbedingungen, die Optimierung von Wärmespeichern, die Beurteilung sowohl wärmeschutz- als auch brandschutztechnischer Maßnahmen und Energiebedarfsrechnungen setzen die Kenntnis thermischer Eigenschaften, u.a. der Wärmeleitfähigkeit Lambda und der spezifischen Wärmekapazität c, in Abhängigkeit der Temperatur voraus. Im Rahmen einer Zusammenarbeit der EMPA-Dübendorf und der BAM-Berlin wurde ein Kurzzeit-Prüfverfahren mit anschließender numerischer Auswertung entwickelt, das eine simultane Bestimmung dieser beiden Größen ermöglicht. In dem Band wird über das Kurzzeit-Prüfverfahren, das numerische Auswerteverfahren und die Resultate der Messungen an einigen ausgewählten Baustoffen berichtet. KW - Wärmebrücke KW - Kältebrücke KW - Wärmeleitfähigkeit KW - Baustoff KW - Kurzzeitprüfung KW - Wärmekapazität KW - Messeinrichtung PY - 1995 SP - 1 EP - 56 PB - Bundesanstalt für Materialforschung und -prüfung CY - Dübendorf AN - OPUS4-1259 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Keidel, Frank A1 - Wachholz, Sigrid A1 - Just, Ulrich A1 - Geissler, H. A1 - Käppler, K. T1 - Analysis of a mixture of linear and cyclic siloxanes by cryo-gas chromatography-Fourier transform infrared spectroscopy and gas chromatography-mass spectrometry N2 - A mixture of linear and cyclic methylsiloxanes was analysed to characterize the different types of siloxane structures using gas chromatography (GC), mass spectrometry (MS) and Fourier transform infrared (FT-IR) spectroscopy. Siloxane structures are formed by hydrolysis of dimethyldichlorosilane under controlled conditions in technical applications. In the presence of methyltrichlorosilane or even trimethylchlorosilane, linear polydimethylsiloxanes and mono-, bi- or polycyclic methylsiloxanes are synthesized depending on the reaction conditions. The main structural units are (CH3)3SiO1, (CH3)2SiO and (CH3)SiO3. GC-MS may provide molecular mass information, but it is not able to identify isomeric structures, which are also formed in lower quantities by the mentioned reactions. Coupling GC with FT-IR enables the determination of group frequencies to assign specific structures. Thus, combination of GC with MS and FT-IR may be used in elucidating complex cyclosiloxane compounds. FT-IR measurements were performed with a Tracer unit. PY - 1995 DO - https://doi.org/10.1016/0021-9673(94)01115-U SN - 0021-9673 VL - 693 IS - 1 SP - 89 EP - 99 PB - Elsevier CY - Amsterdam AN - OPUS4-1422 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Keidel, Frank A1 - Rühlmann, K. A1 - Jähnichen, S. A1 - Scheller, D. A1 - Scheim, U. ED - Andrianov, K. A. T1 - On the synthesis of siloxanes. XXIII. Synthesis and spectroscopic characterization of 2-functional 1,3-dioxa-2,4,7-trisilacycloheptanes N2 - A series of 2-functional 1,3-dioxa-2,4,7-trisilacycloheptanes was synthesized and characterized by means of 29Si NMR spectroscopy, gas chromatography, high performance liquid chromatography and gas chromatography-mass spectrometry. The signals were assigned to the various configurational isomers. This assignment was confirmed by independent synthesis of individual isomers. The sequence of the NMR signals of the all-cis and trans-trans isomers required for the determination of stereochemistry was found to be the same as that of the respective cyclotrisiloxanes. KW - Cylosiloxanes KW - Synthesis KW - Spectroscopic characterization PY - 1995 DO - https://doi.org/10.1016/0022-328X(95)05586-0 SN - 0022-328X SN - 1872-8561 VL - 505 IS - 1 SP - 29 EP - 36 PB - Elsevier CY - Amsterdam AN - OPUS4-1423 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Keidel, Frank A1 - Wachholz, Sigrid A1 - Just, Ulrich A1 - Geißler, Heinz A1 - Käppler, K. T1 - Analysis of siloxane pyrolysis products by cryo-GC/FT-IR and GC/MS PY - 1995 DO - https://doi.org/10.1007/BF00323377 SN - 0937-0633 VL - 352 IS - 5 SP - 515 EP - 520 PB - Springer CY - Berlin AN - OPUS4-1424 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Keidel, Frank A1 - Just, Ulrich A1 - Käppler, K. A1 - Scheim, U. T1 - Identification of low molecular vaporizable components in silicone resins using gas chromatography/mass spectrometry PY - 1996 SN - 0937-0633 IS - 354 SP - 21 EP - 26 PB - Springer CY - Berlin AN - OPUS4-1425 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Meng, Birgit A1 - Weise, Frank A1 - Voland, K. A1 - Krütt, Enno T1 - Ermüdungsbedingte Degradation und ihre Auswirkungen auf den Stofftransport in Fahrbahndeckenbeton N2 - Im Rahmen des Beitrags soll aufgezeigt werden, welchen Einfluss eine mechanisch induzierte Vorschädigung (Ermüdungsbeanspruchung) auf den Ablauf und die Intensität des AKR-Schädigungsprozesses hat. Dies erfordert eine ausführliche Beschreibung der vielfältigen interagierenden Schädigungs- und Transportprozesse und aufbauend eine enge Verknüpfung von Experimenten mit einer mehrskaligen Modellierung. Die experimentelle Basis bildete die mechanische Vorschädigung (Ermüdungsbeansprochung) großformatiger Balken aus einem Fahrbahndeckenbeton bei Einsatz alkaliempfindlicher Gesteinskörnungen. Aus diesen großformatigen Balken wurden nach erfolgter Ermüdungsbeanspruchung kleinformatige Probekörper gewonnen. An diesen wurde detailliert untersucht wie sich die mechanische Vorschädigung auf das Betongefüge und die daraus resultierenden Transport- und Schädigungsprozesse auswirkt. Von der mechanisch induzierten Vorschädigung bis zum AKR Schädigungsprozess sollten in diesem Kontext die Rissbildungsprozesse und der interagierende Eintrag bzw. die Auslaugung der Alkalien ganzheitlich betrachtet werden. Der Beitrag fokussiert auf die Charakterisierung der infolge der mechanischen Vorschädigung induzierten Rissbildungsprozesse. Ferner wird detailliert auf die Auswirkungen der mechanischen Rissbildung auf den Stofftransport eingegangen. KW - Baustoffe KW - Beton KW - Dauerhaftigkeit KW - Ermüdung KW - Alkali-Kieselsäure-Reaktion KW - AKR PY - 2017 SN - 978-3-00-056692-9 SP - 416 EP - 427 CY - Bochum AN - OPUS4-42970 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Sokolowski-Tinten, K. A1 - Bonse, Jörn A1 - Barty, A. A1 - Chapman, H.N. A1 - Bajt, S. A1 - Bogan, M.J. A1 - Boutet, S. A1 - Cavalleri, A. A1 - Düsterer, S. A1 - Frank, M. A1 - Hajdu, J. A1 - Hau-Riege, S. A1 - Marchesini, S. A1 - Stojanonovic, N. A1 - Treusch, R. ED - Stoian, R. ED - Bonse, Jörn T1 - In-Situ Observation of the Formation of Laser-Induced Periodic Surface Structures with Extreme Spatial and Temporal Resolution N2 - Irradiation of solid surfaces with intense ultrashort laser pulses represents a unique way of depositing energy into materials. It allows to realize states of extreme electronic excitation and/or very high temperature and pressure and to drive materials close to and beyond fundamental stability limits. As a consequence, structural changes and phase transitions often occur along unusual pathways and under strongly nonequilibrium conditions. Due to the inherent multiscale nature—both temporally and spatially—of these irreversible processes, their direct experimental observation requires techniques that combine high temporal resolution with the appropriate spatial resolution and the capability to obtain good quality data on a single pulse/event basis. In this respect, fourth-generation light sources, namely, short wavelength and short pulse free electron lasers (FELs), are offering new and fascinating possibilities. As an example, this chapter will discuss the results of scattering experiments carried out at the FLASH free electron laser at DESY (Hamburg, Germany), which allowed us to resolve laser-induced structure formation at surfaces on the nanometer to submicron length scale and in temporal regimes ranging from picoseconds to several nanoseconds with sub-picosecond resolution. KW - Laser-induced periodic surface structures, LIPSS KW - Capillary waves KW - Time-resolved scattering KW - Pump-probe experiments KW - Free electron laser PY - 2023 SN - 978-3-031-14751-7 SN - 978-3-031-14752-4 DO - https://doi.org/10.1007/978-3-031-14752-4_6 VL - 239 SP - 257 EP - 276 PB - Springer Nature Switzerland AG CY - Cham, Switzerland AN - OPUS4-57297 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Effner, Ute A1 - Mielentz, Frank A1 - Niederleithinger, Ernst A1 - Friedrich, C. A1 - Mauke, R. A1 - Mayer, K. T1 - Prüfung von Abdichtbauwerken für Endlager auf Risse – eine Herausforderung N2 - Im Jahr 2011 hat der Bundestag in Deutschland den Ausstieg aus der Kernenergie beschlossen. Der angefallene Abfall wird mehr als hunderttausend Jahre eine derartig hohe Aktivität besitzen, dass er eine erhebliche Gefahr für nachfolgende Generationen darstellen kann. Dieser radioaktive Abfall soll in tiefen geologischen Formationen (z.B. Salz, Ton oder Kristallin) sicher endgelagert werden. Die Endlager werden mittels sogenannter geotechnischer Abdichtbauwerke (Schachtbzw. Streckenverschlüsse) verschlossen, wofür u.a. Zement- oder Sorel-basierte Baustoffe (Betone) in Frage kommen. Die Beschreibung des Dichtvermögens dieser Bauwerke ist unabdingbar. In der Forschungsphase werden verschiedene Werkstoffe untersucht und Methoden für die zerstörungsfreie Untersuchung der Bauwerke als Mittel der Qualitätsprüfung entwickelt. Hierbei ist der Nachweis der Rissfreiheit bzw. die Detektion möglicher Risse ein vorrangiges Thema. In den letzten Jahren konnten bereits umfangreiche Erfahrungen mit der Untersuchung von in-situ-Versuchsobjekten in Realmaßstab gesammelt werden. Die Messungen wurden im Endlager für radioaktive Abfälle Morsleben am in-situ-Versuch “Abdichtbauwerk im Steinsalz” und in der Grube Teutschenthal am Großversuch GV2 durchgeführt. Es ist gelungen mit einem neu entwickelten Ultraschall-Messsystem Eindringtiefen bis ca. 9,0 m zu realisieren. Die Messungen mit dem Large Aperture Ultrasonic System in Kombination mit der Rekonstruktion-Methode Synthetic Aperture Focusing Technique zeigen, dass die zerstörungsfreie Prüfung von Abdichtbauwerken möglich und die Nutzung des Messsystems zur Qualitätssicherung bei der Erstellung der Verschlussbauwerke vielversprechend ist. N2 - In 2011, the German Bundestag decided to phase out nuclear energy. The resulting waste will remain highly radioactive for many hundreds of thousands of years and represents a considerable danger for future generations. This radioactive waste is to be safely disposed of in deep geological formations (e.g. salt, clay or crystalline). The repositories will be sealed by means of engineered barrier systems. The impermeability of these structures is indispensable. In the current research phase, various materials are being investigated and methods for monitoring the structures are being developed. In this context, the investigation of cracks is a priority topic. In recent years, BAM has gained extensive experience in the investigation of in-situ test objects in full scale. The measurements were performed in the Morsleben repository for radioactive waste at the test structure for the in-situ experiment "Sealing structure in rock salt" and in the Teutschenthal mine at the large-scale GV2 test structure. With a newly developed ultrasonic measuring system it has been possible to achieve penetration depths of up to approx. 9.0 m. Measurements with the Large Aperture Ultrasonic System in combination with the Synthetic Aperture Focusing Technique reconstruction method show that the non-destructive testing of sealing structures is possible and the use of the measuring system for quality assurance in the construction of sealing structures is promising. KW - Abdichtbauwerk / Verschlussbauwerk KW - Zerstörungsfreie Prüfung KW - Large Aperture Ultrasonic System KW - Synthetic Aperture Focusing Technique KW - Ultraschall-Echo-Verfahren PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-520298 DO - https://doi.org/10.1002/mawe.202000118 SN - 1521-4052 VL - 52 IS - 1 SP - 19 EP - 31 PB - Wiley-VCH GmbH CY - Weinheim AN - OPUS4-52029 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Voland, K. A1 - Weise, Frank A1 - Meng, Birgit T1 - Alkali-silica reaction in concrete pavements N2 - A significant number of German concrete motorway pavements have shown damage only a few years after construction. The alkali-silica-reaction (ASR) is often one of the reasons for this damage. German guidelines and regulations focus on the optimisation of the concrete composition to avoid damage due to ASR. Moreover, diverse research projects have dealt with the development and optimisation of ASR performance test methods with and without external alkali supply. However, the influence of other parameters on the occurrence and intensity of a damaging ASR had not yet been taken into account. Such parameters include, e.g., insufficient curing and the modifications of concrete’s porosity due to the use of slip form pavers. Likewise, the increased traffic loading had not yet been considered. The Federal Institute for Materials Research and Testing (BAM) assesses these parameters and processes in a number of projects. These projects aim primarily to increase the durability of the concrete pavements, in particular by improving preventive measures that may be taken before or after the construction of concrete pavements. This paper gives a short overview of BAM’s projects concerning ASR in concrete pavements. Furthermore, results regarding the influence of the cyclic traffic loading on ASR are presented. T2 - 8th International conference on concrete under severe conditions - environment and loading (ConSec) CY - Lecco, Italy DA - 13.09.2016 KW - Alkali-silica-reaction KW - ASR KW - Concrete pavements KW - Durability KW - Concrete's porosity KW - Cyclic traffic loading and mechanical pre-damage PY - 2016 DO - https://doi.org/10.4028/www.scientific.net/KEM.711.714 SN - 1662-9795 VL - 711 SP - 714 EP - 721 PB - Trans Tech Publications CY - Switzerland AN - OPUS4-39106 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wallau, Wilma A1 - Pirskawetz, Stephan A1 - Voland, K. A1 - Weise, Frank A1 - Meng, Birgit ED - De Schutter, G. ED - De Belie, N. ED - Janssens, A. ED - Van Den Bossche, N. T1 - Online monitoring of the expansion of alkali-silica reaction affected concrete prisms implemented to the accelerated concrete prism test at 60 °C N2 - The accelerated concrete prism test (ACPT-60 °C) facilitates testing of alkali-silica reactivity of aggregates within five months. Manual measurement is usually conducted to determine expansion of test specimen every 28 days. This conventional procedure gives only limited insight to expansion behaviour of ASR-affected prisms. Due to the large time intervals, expansion exceeding the critical value of 0.3 mm/m is likely to be noticed late. Continuous recording resolves this problem and delivers beneficial information on the shape of the expansion curve. Displacement transducers integrated into a special testing equipment developed at BAM put continuous measurement into practice. Additionally, ultrasonic velocity and acoustic emissions are measured in-situ and provide deeper insights into hydration and crack formation processes during the test. Aiming for an automated testing method close to the German guideline, the following technical and methodical challenges arise. Changing of the vertical orientation of the prisms with every manual measurement as standardised cannot be implemented. Furthermore, preliminary results already proved true that cooling and heating cycles, as necessarily associated with each manual measurement, can evoke additional expansion. Therefore, interrupted and continuously measured expansions reveal systematic differences, indicating the necessity to adjust the threshold expansion value for automated testing. Results presented in the paper: Different types of reactive aggregate have been tested applying continuous and manual expansion measurement to the concrete specimens. Development of continuously measured ultrasonic velocity and acoustic emissions of the aggregates tested diverge significantly while the expansion curves vary in shape and maximum strain. Prisms produced from a slowly reacting aggregate do not exhibit noticeable crack formation. It shows that comprehensive measuring helps describing and distinguishing ASR-damage mechanisms. Models of ASR-induced expansion, available in the open literature, so far are validated with discontinuous data hardly tracing the modelled curve. Continuous measurement improves validation and further model development. T2 - XIV DBMC - 14th International Conference on Durability of Building Materials and Components CY - Gent, Belgium DA - 29.05.2017 KW - Alkali-silica reaction KW - Accelerated concrete prism test KW - Continuous monitoring KW - Expansion modelling PY - 2017 SN - 978-2-35158-159-9 VL - PRO 107 SP - 1 EP - 11 PB - RILEM Publications S.A.R.L. AN - OPUS4-40499 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Adamus, A. A1 - Peer, K. A1 - Ali, I. A1 - Lisec, Jan A1 - Falodun, A. A1 - Frank, M. A1 - Seitz, G. A1 - Engel, N. T1 - Berberis orthobotrys – A promising herbal anti-tumorigenic candidate for the treatment of pediatric alveolar rhabdomyosarcoma N2 - Ethnopharmacological relevance: Berberis orthobotrys (BORM) is a medical plant with a long history in traditional usage for the treatment of wounds, cancer, gastrointestinal malady and several other diseases. Our previous studies identified the endemic Pakistani plant Berberis orthobotrys Bien. ex Aitch. as promising source for the treatment of breast cancer and osteosarcoma. Aim of the study: The present study was aimed to evaluate the anti-cancer properties of 26 plant derived extracts and compounds including the methanolic root extract of Berberis orthobotrys (BORM) on pediatric alveolar rhabdomyosarcoma (RMA), which is known to develop drug resistance, metastatic invasion and potential Tumor progression. Materials and methods: The main anti-tumor activity of BORM was verified by focusing on morphological, cell structural and metabolic alterations via metabolic profiling, cell viability measurements, flow cytometry, western blotting and diverse microscopy-based methods using the human RMA cell line Rh30. Results: Exposure of 25 μg/ml BORM exerts an influence on the cell stability, the degradation of oncosomes as well as the shutdown of the metabolic activity of RMA cells, primarily by downregulation of the energy metabolism. Therefore glycyl-aspartic acid and N-acetyl serine decreased moderately, and uracil increased intracellularly. On healthy, non-transformed muscle cells BORM revealed very low metabolic alterations and nearly no cytotoxic impact. Furthermore, BORM is also capable to reduce Rh30 cell migration (~50%) and proliferation (induced G2/M cycle arrest) as well as to initiate apoptosis confirmed by reduced Bcl-2, Bax and PCNA expression and induced PARP-1 cleavage. Conclusions: The study provides the first evidence, that BORM treatment is effective against RMA cells with low side effects on healthy cells. KW - Mass-Spectrometry PY - 2018 DO - https://doi.org/10.1016/j.jep.2018.10.002 SN - 0378-8741 VL - 229 SP - 262 EP - 271 PB - Elsevier B.V. AN - OPUS4-46458 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wille, Frank A1 - Debruyne, M. A1 - Eckert, B. A1 - Gauthier, F. A1 - Ben Ouaghrem, K. A1 - Le Bars, I. A1 - Jouve, A.-C. A1 - Cordier, N. T1 - Assessment of safety demonstrations relative to packages containing UF6 N2 - The safety demonstrations realized by applicants in the case of approval request for the package designs containing enriched UF6 have to take into account some specific technical issues. Concerning the shipment of enriched UF6, the package designs consist in general of a filled 30B cylinder surrounded by an overpack. The description of the content, considering the UF6 origin, i.e. natural or reprocessed, shall be clearly justified especially when the UF6 isotopic composition exceeds the limits specified in ASTM standards. Concerning the containment of the UF6, the applicant shall demonstrate in all conditions of transport the leak-tightness of the valve and plug of the cylinders filled with enriched UF6. In this regard, when mechanical justifications are based on numerical calculations, the absence of contact between these components of the cylinder and the internal surfaces of the overpack after the regulatory drop tests shall be shown to respect the IAEA regulations. Furthermore, the representativeness of the ballast used to simulate the behaviour of the UF6 loaded within the cylinder shall be justified if drop tests are performed. The representativeness of the ballast should also be justified for numerical calculations. In addition, the applicant shall demonstrate that the melting temperature of the valve and the plug, including the tinned joint, will not be exceeded during the regulatory fire test. Finally, specific provisions relative to the use of plugs and the maintenance of cylinders should be included in the safety analysis report. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Valve KW - Fire test KW - Content simulation KW - UF6 KW - Intumescent material PY - 2019 SP - Paper 1208, 1 EP - 8 AN - OPUS4-49094 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Daum, Werner A1 - Hofmann, Detlef A1 - Basedau, Frank A1 - Brandes, K. A1 - Kubowitz, P. ED - Curbach, M. ED - Opitz, H. ED - Scheerer, S. ED - Hampel, T. T1 - Erweiterte Strukturabbildung von Brücken mit adaptiven mathematischen Modellen zur Lösung aktueller noch ungelöster Probleme N2 - Health monitoring von größeren Strukturen erfordert die Betrachtung der gesamten Struktur, indem sowohl jener Bereich, der experimentell behandelt wird, als auch derjenige, der einer analytischen mechanischen Untersuchung unterzogen wird, in einem Gesamtzusammenhang erfasst wird. Die umfassende Behandlung des Problems gelingt dann in einer Gesamtmatrix, die im Beitrag vorgestellt wird. Auf eine Erweiterung der Methode zur Detektierung anwachsender Schädigungen wird hingewiesen. KW - Structural Health Monitoring KW - Schadensdetektion KW - Adaptives mathematisches Modell PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:bsz:14-qucosa-201229 SN - 1613-6934 VL - Konstruktiver Ingenieurbau Dresden IS - 43 SP - 183 EP - 188 PB - Institut für Massivbau, TU Dresden CY - Dresden AN - OPUS4-43371 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Procop, Mathias A1 - Radtke, Martin A1 - Krumrey, M. A1 - Hasche, K. A1 - Schädlich, S. A1 - Frank, W. T1 - Electron probe microanalysis (EPMA) measurement of thin-film thickness in the nanometre range N2 - The thickness of thin films of platinum and nickel on fused silica and silicon substrates has been determined by EPMA using the commercial software STRATAGEM for calculation of film thickness. Film thickness ranged in the order 10 nm. An attempt was made to estimate the confidence range of the method by comparison with results from other methods of analysis. The data show that in addition to the uncertainty of the spectral intensity measurement and the complicated fitting routine, systematic deviation caused by the underlying model should be added. The scattering in the results from other methods does not enable specification of a range of uncertainty, but deviations from the real thickness are estimated to be less than 20%. KW - Electron probe microanalysis KW - EPMA KW - Thin films KW - Thickness measurement KW - X-rays PY - 2002 DO - https://doi.org/10.1007/s00216-002-1514-5 SN - 1618-2642 SN - 1618-2650 VL - 374 SP - 631 EP - 634 PB - Springer CY - Berlin AN - OPUS4-7090 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kupke, Johannes A1 - Brombach, Julian A1 - Fang, Yuwen A1 - Wolf, Silver A. A1 - Thrukonda, Lakshmipriya A1 - Ghazisaeedi, Fereshteh A1 - Kuropka, Benno A1 - Hanke, Dennis A1 - Semmler, Torsten A1 - Nordholt, Niclas A1 - Schreiber, Frank A1 - Tedin, Karsten A1 - Lübke-Becker, Antina A1 - Steiner, Ulrich K. A1 - Fulde, Marcus T1 - Heteroresistance in Enterobacter cloacae complex caused by variation in transient gene amplification events N2 - Heteroresistance (HR) in bacteria describes a subpopulational phenomenon of antibiotic resistant cells of a generally susceptible population. Here, we investigated the molecular mechanisms and phenotypic characteristics underlying HR to ceftazidime (CAZ) in a clinical Enterobacter cloacae complex strain (ECC). We identified a plasmid-borne gene duplication-amplification (GDA) event of a region harbouring an ampC gene encoding a β-lactamase bla DHA-1 as the key determinant of HR. Individual colonies exhibited variations in the copy number of the genes resulting in resistance level variation which correlated with growth onset (lag times) and growth rates in the presence of CAZ. GDA copy number heterogeneity occurred within single resistant colonies, demonstrating heterogeneity of GDA on the single-cell level. The interdependence between GDA, lag time and antibiotic treatment and the strong plasticity underlying HR underlines the high risk for misdetection of antimicrobial HR and subsequent treatment failure. KW - Antimicrobial surfaces KW - Biocides KW - Antimicrobial resistance KW - Standardization PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-627057 DO - https://doi.org/10.1038/s44259-025-00082-7 VL - 3 IS - 1 SP - 1 EP - 14 PB - Springer AN - OPUS4-62705 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Keshmiri, Hamid A1 - Armin, F. A1 - Elsayad, K. A1 - Schreiber, Frank A1 - Moreno, M. T1 - Leaky and waveguide modes in biperiodic holograms N2 - This study details a theoretical analysis of leaky and waveguide modes in biperiodic all-dielectric holograms. By tuning diffraction orders and subsequently confining local density of optical states at two distinct resonance wavelengths, we present a new class of highly sensitive refractive index biosensing platforms that are capable of resolving 35.5 to 41.3 nm/RIU of spectral shift for two separate biological analytes. KW - Antimicrobial resistance KW - Bacteria KW - Photonics KW - Diffractive gratings PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-527632 DO - https://doi.org/10.1038/s41598-021-89971-1 SN - 2045-2322 (online) VL - 11 IS - 1 SP - 10991 PB - Springer Nature AN - OPUS4-52763 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Marchant, H. K. A1 - Tegetmeyer, H. E. A1 - Ahmerkamp, S. A1 - Holtappels, M. A1 - Lavik, G. A1 - Graf, J. A1 - Schreiber, Frank A1 - Mussmann, M. A1 - Strous, M. A1 - Kuypers, M. M. M. T1 - Metabolic specialization of denitrifiers in permeable sediments controls N2O emissions N2 - Coastal oceans receive large amounts of anthropogenic fixed nitrogen (N), most of which is denitrified in the sediment before reaching the open ocean. Sandy sediments, which are common in coastal regions, seem to play an important role in catalysing this N‐loss. Permeable sediments are characterized by advective porewater transport, which supplies high fluxes of organic matter into the sediment, but also leads to fluctuations in oxygen and nitrate concentrations. Little is known about how the denitrifying communities in these sediments are adapted to such fluctuations. Our combined results indicate that denitrification in eutrophied sandy sediments from the world's largest tidal flat system, the Wadden Sea, is carried out by different groups of microorganisms. This segregation leads to the formation of N2O which is advectively transported to the overlying waters and thereby emitted to the atmosphere. At the same time, the production of N2O within the sediment supports a subset of Flavobacteriia which appear to be specialized on N2O reduction. If the mechanisms shown here are active in other coastal zones, then denitrification in eutrophied sandy sediments may substantially contribute to current marine N2O emissions. KW - Nitrous oxide KW - Denitrification KW - Cross-feeding PY - 2018 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-463061 UR - https://onlinelibrary.wiley.com/doi/full/10.1111/1462-2920.14385 DO - https://doi.org/10.1111/1462-2920.14385 SN - 1462-2920 SN - 1462-2912 VL - 20 IS - 12 SP - 4486 EP - 4502 PB - John Wiley & Sons Ltd AN - OPUS4-46306 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Braetz, S. A1 - Nordholt, Niclas A1 - Nerlich, A. A1 - Schreiber, Frank A1 - Tedin, K. A1 - Fulde, M. T1 - TisB enables antibiotic tolerance in Salmonella by preventing prophage induction through ATP depletion N2 - Antibiotic persistence comprises drug-tolerant bacteria that can survive treatment with antibacterial agents, despite lacking classical genetic resistance mechanisms. Therefore, persisters are clinically relevant because they can lead to treatment failures and chronic infections. Additionally, antibiotic persistence facilitates the evolution of resistance through genetic mutations. Persisters are triggered by a lack of nutrients, bacterial toxins, low ATP levels, or other stress responses that shut down bacterial metabolism. However, the involvement of prophages, viruses that integrate into bacterial chromosomes, is less well understood. In this study, we tested a tisAB deletion in Salmonella Typhimurium and examined persister cell formation following treatment with the DNA-damaging drug ciprofloxacin. TisB is a bacterial toxin that increases the influx of protons across the inner bacterial membrane into the cytosol, causing ATP depletion. We demonstrate that the deletion of tisAB increases prophage induction and bacterial killing, leading to a reduced persister cell fraction. The tisAB mutant is unable to down regulate its ATP concentration after exposure to ciprofloxacin, which in turn allows for stronger binding of RecA to single-stranded DNA, the activator of both the SOS response and prophage induction. KW - Antimicrobial resistance KW - Bacterial survival mechanisms KW - Escherichia coli KW - Salmonella typhimurium PY - 2025 DO - https://doi.org/10.1371/journal.ppat.1013498 IS - 9 SP - 1 EP - 23 AN - OPUS4-64642 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Chacón, Luz A1 - Kuropka, B. A1 - González-Tortuero, E. A1 - Schreiber, Frank A1 - Rojas-Jiménez, K. A1 - Rodríguez-Rojas, A. T1 - Mechanisms of low susceptibility to the disinfectant benzalkonium chloride in a multidrug-resistant environmental isolate of Aeromonas hydrophila N2 - Excessive discharge of quaternary ammoniumdisinfectants such as benzalkonium chloride (BAC) into aquatic systems can trigger several physiological responses in environmental microorganisms. In this study, we isolated a less-susceptible strain of Aeromonas hydrophila to BAC, designated as INISA09, froma wastewater treatment plant in Costa Rica. We characterized its phenotypic response upon exposure to three di􀀀erent concentrations of BAC and characterizedmechanisms related to its resistance using genomic and proteomic approaches. The genome of the strain, mapped against 52 di􀀀erent sequenced A. hydrophila strains, consists of approximately 4.6Mb with 4,273 genes. We found a massive genome rearrangement and thousands of missense mutations compared to the reference strain A. hydrophila ATCC 7966. We identified 15,762 missense mutations mainly associated with transport, antimicrobial resistance, and outer membrane proteins. In addition, a quantitative proteomic analysis revealed a significant upregulation of several efflux pumps and the downregulation of porins when the strain was exposed to three BAC concentrations.Other genes related tomembrane fatty acid metabolism and redox metabolic reactions also showed an altered expression. Our findings indicate that the response of A. hydrophila INISA09 to BAC primarily occurs at the envelop level, which is the primary target of BAC. Our study elucidates the mechanisms of antimicrobial susceptibility in aquatic environments against a widely used disinfectant and will help better understand howbacteria can adapt to biocide pollution. To our knowledge, this is the first study addressing the resistance to BAC in an environmental A. hydrophila isolate. We propose that this bacterial species could also serve as a new model to study antimicrobial pollution in aquatic environments. KW - Antimicrobial resistance KW - Bacteria KW - Disinfection KW - Biocides PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-578555 DO - https://doi.org/10.3389/fmicb.2023.1180128 SN - 1664-302X VL - 14 SP - 1 EP - 18 PB - Frontiers SA CY - Lausanne AN - OPUS4-57855 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Trimpin, Sarah A1 - Yenchick, Frank S. A1 - Lee, Chuping A1 - Hoang, Khoa A1 - Pophristic, Milan A1 - Karki, Santosh A1 - Marshall, Darrell D. A1 - Lu, I-Chung A1 - Lutomski, Corinne A. A1 - El-Baba, Tarick J. A1 - Wang, Beixi A1 - Pagnotti, Vincent S. A1 - Meher, Anil K. A1 - Chakrabarty, Shubhashis A1 - Imperial, Lorelei F. A1 - Madarshahian, Sara A1 - Richards, Alicia L. A1 - Lietz, Christopher B. A1 - Moreno-Pedraza, Abigail A1 - Leach, Samantha M. A1 - Gibson, Stephen C. A1 - Elia, Efstathios A. A1 - Thawoos, Shameemah M. A1 - Woodall, Daniel W. A1 - Jarois, Dean R. A1 - Davis, Eric T.J. A1 - Liao, Guochao A1 - Muthunayake, Nisansala S. A1 - Redding, McKenna J. A1 - Reynolds, Christian A. A1 - Anthony, Thilani M. A1 - Vithanarachchi, Sashiprabha M. A1 - DeMent, Paul A1 - Adewale, Adeleye O. A1 - Yan, Lu A1 - Wager-Miller, James A1 - Ahn, Young-Hoon A1 - Sanderson, Thomas H. A1 - Przyklenk, Karin A1 - Greenberg, Miriam L. A1 - Suits, Arthur G. A1 - Allen, Matthew J. A1 - Narayan, Srinivas B. A1 - Caruso, Joseph A. A1 - Stemmer, Paul M. A1 - Nguyen, Hien M. A1 - Weidner, Steffen A1 - Rackers, Kevin J. A1 - Djuric, Ana A1 - Shulaev, Vladimir A1 - Hendrickson, Tamara L. A1 - Chow, Christine S. A1 - Pflum, Mary Kay H. A1 - Grayson, Scott M. A1 - Lobodin, Vladislav V. A1 - Guo, Zhongwu A1 - Ni, Chi-Kung A1 - Walker, J. Michael A1 - Mackie, Ken A1 - Inutan, Ellen D. A1 - McEwen, Charles N. T1 - New Processes for Ionizing Nonvolatile Compounds in Mass Spectrometry: The Road of Discovery to Current State-of-the-Art N2 - This Perspective covers discovery and mechanistic aspects aswell as initial applications of novel ionization processes for use in massspectrometry that guided us in a series of subsequent discoveries, instrumentdevelopments, and commercialization. Vacuum matrix-assisted ionization onan intermediate pressure matrix-assisted laser desorption/ionization sourcewithout the use of a laser, high voltages, or any other added energy wassimply unbelievable, at first. Individually and as a whole, the variousdiscoveries and inventions started to paint, inter alia, an exciting new pictureand outlook in mass spectrometry from which key developments grew thatwere at the time unimaginable, and continue to surprise us in its simplisticpreeminence. We, and others, have demonstrated exceptional analyticalutility. Our current research is focused on how best to understand, improve, and use these novel ionization processes throughdedicated platforms and source developments. These ionization processes convert volatile and nonvolatile compounds from solid orliquid matrixes into gas-phase ions for analysis by mass spectrometry using, e.g., mass-selected fragmentation and ion mobilityspectrometry to provide accurate, and sometimes improved, mass and drift time resolution. The combination of research anddiscoveries demonstrated multiple advantages of the new ionization processes and established the basis of the successes that lead tothe Biemann Medal and this Perspective. How the new ionization processes relate to traditional ionization is also presented, as wellas how these technologies can be utilized in tandem through instrument modification and implementation to increase coverage ofcomplex materials through complementary strengths. KW - Mass spectrometry PY - 2024 DO - https://doi.org/10.1021/jasms.3c00122 SN - 1879-1123 VL - 35 IS - 12 SP - 2753 EP - 2784 PB - American Chemical Society (ACS) AN - OPUS4-61417 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weise, Frank A1 - Oesch, T. A1 - Wilsch, Gerd A1 - Sigmund, S. A1 - Hünger, K.-J. A1 - Kositz, M. T1 - Analyse des gefügeabhängigen Löslichkeitsverhaltens potenziell AKR-empfindlicher Gesteinskörnungen T1 - Analysis of the microstructure depending solubility behavior of potential ASR sensitive aggregates N2 - Das gefügeabhängige Löslichkeitsverhalten wurde an folgenden vier Gesteinskörnungen unterschiedlicher Alkaliempfindlichkeitsklassen untersucht: • GK1 (EIII-S): quarzreicher Kies • GK2 (EIII-S): Grauwacke (Splitt) • GK3 (EI-S): Quarz-Feldspat-Porphyr (Splitt) • GK4 (EI-S): sandsteinreicher Kies DiePorenstrukturanalyse erfolgte sowohl an Einzelkörnern mittels vergleichender 3D-CT und BET- Untersuchungen als auch an Korngemengen der einzelnen Kornfraktionen (außer Fraktion 16/22 mm) über die Wasseraufnahme und mit BET. Für die Visualisierung und Quantifizierung der von außen zugänglichen Oberflächenanteile der Einzelkörner wurde ein Softwaretool entwickelt, erprobt und erfolgreich angewandt. Es gelang so u.a. den Nachweis zu erbringen, dass die gebrochenen Einzelkörner der Grauwacke und des Rhyoliths einen deutlich geringeren von außen zugänglichen Oberflächenanteil als die gleichartigen Gesteinskörner aus dem Kies besitzen. Aufgrund der limitierten Ortsauflösung der 3D-CT von 11 bis 16,5 μm wurde mit BET eine um drei Zehnerpotenzen höhere spezifische Oberfläche ermittelt. Zu den Porositätsuntersuchungen an den Korngemengen sei angemerkt, dass zum Teil gegenläufige Trends zwischen offener Porosität und spezifischer Oberfläche festgestellt wurden. Dieses ist beim Bezug des bei den Löseversuchen in 0,1 M KOH mit definierter NaCl-Zugabe aus der Gesteinskörnung gelösten SiO2 und Al2O3 von zentraler Bedeutung. Bei den Löseversuchen an den fraktionsspezifischen Korngemengen selbst zeigte sich, dass die stufenweise Erhöhung des NaCl-Gehalts von 0 auf 10 M.-% im Eluat eine erhöhte SiO2-Löslichkeit und eine verminderte Auslaugung von Al2O3 zur Folge hat. Auffallend war hierbei, dass die Al2O3-Löslichkeit bei GK4 ohne und mit geringer NaCl-Zugabe die mit Abstand höchsten Werte annimmt. Bei den zusätzlich durchgeführten Löseversuchen an den tomografierten Einzelkörnern in 1 M KOH-Lösung mit Zugabe von 1 M.-% NaCl zeigte sich, dass nur vereinzelt bei den untersuchten Gesteinsarten eine Korrelation zwischen dem SiO2- bzw. Al2O3-Gehalt im Eluat und der absoluten BET-Oberfläche nachweisbar ist. Dies ist vermutlich darauf zurückzuführen, dass neben der Oberfläche weitere Parameter (z.B. die mineralogische Zusammensetzung der Einzelkörner) das Löseverhalten maßgebend beeinflussen. Bei den parallel zu den Löseversuchen durchgeführten Betonversuchen nach dem ARS 04/2013 zeigte sich, dass die Alkaliempfindlichkeit der GK4 bei beiden Betonversuchen mit Alkalizufuhr unterschiedlich zu bewerten ist. So ist unabhängig von der vorgegebenen pessimalen Betonrezeptur des Fahrbahndeckenbetons ausschließlich bei der Klimawechsellagerung die GK4 als alkaliempfindlich einzustufen. Allerdings konnte der Befund der stark ausgeprägten AKR bei der GK4 mit der Dünnschliffmikroskopie nicht bestätigt werden. Analoges gilt für die Bewertung der Alkaliempfindlichkeit von GK2 mit den Betonversuchen nach der Alkalirichtlichtlinie des DAfStb. So ist auch hier die GK2 nicht im 60 °C-Betonversuch sondern ausschließlich im 40 °C-Betonversuch als alkaliempfindlich einzustufen. Dienach den verschiedenartigen Betonversuchen durchgeführten LIBS-Analysen am Vertikalschnitt der Prüfkörper zeigen, dass im Kernbereich nach dem 60 °C-Betonversuch mit 10 %iger NaCl-Lösung und nach der Klimawechsellagerung mit NaCl-Beaufschlagung annähernd gleich hohe Natrium- und Chloridgehalte vorgefunden werden. Wider Erwarten treten an den beaufschlagten Prüfflächen Abreicherungen von Natrium und Anreicherungen von Chlorid auf. Im 40°C- und 60 °C-Betonversuch wurde das Natrium bis in eine maximale Tiefe von ca. 30 mm bzw. 20 mm ausgelaugt. Die aufbauenden korrelativen Betrachtungen zwischen den Ergebnissen des 60°C Betonversuchs mit Alkalizufuhr und der Löseversuche an den fraktionsspezifischen Korngemengen in 1 M KOH-Lösung mit definierter NaCl-Zugabe sind durchaus vielversprechend. So zeigt sich beispielsweise beim Waschbeton, dass der fraktionsspezifisch gewichtete SiO2-Überschuss im Eluat nach 56 Tagen mit Zugabe von 0,5 M.-% NaCl ohne Bezug auf die BET-Oberfläche zur gleichen Einstufung der vier betrachteten Gesteinskörnungen wie bei den Dehnungen im 60 °C-Betonversuch mit 3 %-iger NaCl-Lösung führt. Außerdem korrelieren die im 60 °C-Betonversuch mit 10 %-iger NaCl-Lösung ermittelten Dehnungen mit dem gewichteten SiO2-Überschuss im Eluat bei Zugabe von 2 M.-% NaCl ohne Bezug auf die BET-Oberfläche. Ausschließlich bei den Betonversuchen nach der Alkali-Richtlinie erwies sich der Bezug des im Eluat ermittelten SiO2-Überschusses auf die BET-Oberfläche als zielführend. Aufgrund des Potenzials der Löseversuche mit NaCl-Zugabe für die Bewertung der Alkaliempfindlichkeit der Gesteinskörnung im Fahrbahndeckenbeton wird empfohlen, die vergleichenden Untersuchungen zwischen den Löseversuchen an Korngemischen der einzelnen Fraktionen und den Betonversuchen nach dem ARS 04/2013 mit einer möglichst hohen Anzahl an Gesteinskörnungen und einem präzisierten Untersuchungsumfang fortzuführen. N2 - The following four aggregates (GK) of varying grades of alkali sensitivity were examined for their microstructure-dependent solubility behavior: • GK1 (EIII-S) gravel with high quarz content • GK2 (EIII-S) greywacke (crushed stone) • GK3 (EI-S) quarz-feldspar-porphyry (crushed stone) • GK4 (EI-S) gravel with high sandstone content Pore structure analysis was carried out both on single grains using comparative 3D-CT and BET tests, and on grain samples of individual grain fractions (excluding the 16/22 mm fraction) using water absorption and BET. A software tool for visualizing and quantifying the externally accessible surfaces of single grains was developed, tested and successfully applied. This enabled us, among other things, to prove that single broken grains of greywacke and rhyolite have a much smaller externally accessible surface than grains of gravel of the same aggregate fraction. Due to the 3D-CT’s limited spatial resolution of 11 to 16.5 μm, BET was used to determine a two to three powers of ten higher specific surface. In relation to the porosity tests of the grain samples, it should be noted that in some cases, counterdirectional trends between open porosity and specific surface were determined. This is of central importance in relation to the SiO2 and Al2O3 dissolved from the aggregate in the solubility tests in 1 M KOH with defined addition of NaCl. The solubility tests on the grain samples of specific fractions showed that the gradual increase of the NaCl content in the eluate from 0 to 10 M.-% resulted in increased SiO2 solubility and reduced leaching of Al2O3. It was striking in this context that the solubility of Al2O3 in GK4 with no or little addition of NaCl gives by far the highest values. The additional solubility tests carried out on single grains, that were previously subjected to CT testing, in 1 M KOH solution with 1 M.-% added NaCl showed that in the types of aggregate examined, a correlation between the SiO2 and Al2O3 in eluate and the absolute BET surface is only occasionally demonstrable. This is probably due to the fact that solubility behavior is decisively influenced by other parameters in addition to the surface (e.g. by the mineralogical composition of individual grains). The concrete tests according to ARS 04/2013 carried out parallel to the solubility tests showed that GK4’s alkali sensitivity in both concrete tests with added alkali must be evaluated differently. For example, independent of the prescribed pessimal road surface concrete formula, GK4 can only be classified as alkali sensitive under cyclic storage. However petrographic microscopy could not confirm the findings of very marked ASR in GK4. The same applies to the evaluation of alkali sensitivity in GK2 with the concrete tests according to the German Committee for Structural Concrete (DAfStb)’s Alkali Guidelines. In this case too, GK2 should not be classified as alkali sensitive in 60 °C concrete testing, but only in 40 °C concrete testing. The LIBS analyses carried out on the vertical cross-section of the test specimens after the various concrete tests showed that almost equally high sodium and chloride levels were found in the core area after the 60 °C concrete prism test with 10 % NaCl solution and after cyclic storage with NaCl application. Contrary to expectations, the surfaces of samples after NaCl application showed a decrease in sodium and an increase in chloride. In the 40°C and 60°C concrete prism tests, sodium was depleted up to a maximum depth of approx. 30 mm and 20 mm respectively. Subsequent correlative observations between the findings of the 60°C concrete prism test with alkali application, and the solubility tests on the samples of specific grain fractions in 1 M KOH solution with defined NaCl addition, are very promising. In the case of exposed aggregate concrete, for example, the fraction-specific weighted excess SiO2 to in the eluate after 56 days with added 0.5 M.-% NaCl unrelated to the BET surface results in the same classification of the four aggregates examined as the expansions in the 60 °C concrete prism test with 3% NaCl solution. In addition, the expansions found in the 60 °C concrete prism test with 10% NaCl solution correlated with the weighted excess SiO2 in eluate with added 2 M.-% NaCl without relation to the BET surface. Only in the case of the concrete test in accordance with the Alkali Guidelines did the relationship of the excess SiO2 in the eluate to the BET surface prove to be productive. Due to the potential of the solubility test with added NaCl for the evaluation of alkali sensitivity of aggregates in road surface concrete, we recommend continuing with comparative tests between solubility tests of grain samples of the various fractions and the concrete tests in accordance with ARS O4/13 with the greatest possible number of aggregates and a precisely defined investigation scope. KW - LIBS KW - Betonfahrbahndecke KW - Alkali-Kieselsäure-Reaktion KW - Gesteinskörnung KW - Alkaliempfindlichkeit KW - 3D-CT KW - Tausalzeintrag PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:hbz:opus-bast-25832 UR - https://bast.opus.hbz-nrw.de/frontdoor/index/index/docId/2583 SN - 978-3-95606-648-1 SN - 0943-9323 VL - S 165 SP - 1 EP - 111 PB - Fachverlag NW in der Carl Ed. Schünemann KG CY - Bremen AN - OPUS4-54755 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Julsing, M.K. A1 - Fichera, Mario Augusto A1 - Malz, Frank A1 - Ebbelaar, M. A1 - Bos, R. A1 - Woerdenbag, H. J. A1 - Quax, W.J. A1 - Kayser, O. T1 - Bioconversion of Mono- and Sesquiterpenoids by recombinant human Cytochrome P450 Monooxygenases N2 - Cytochrome P450 monooxygenases play an important role in the biosynthesis and metabolism of terpenoids. We explored the potential of recombinant human liver cytochrome P450 monooxygenases CYP1A2, CYP2C9, and CYP3A4, heterologously expressed in Escherichia coli, to convert mono- and sesquiterpenoids to human metabolites. This natural product group is a diverse class of secondary metabolites and includes several industrially and pharmaceutically interesting compounds. Incubation of cedrol with CYP3A4 resulted in a bioconversion of 74% (±8.9%) after 1 h of the unknown metabolites 2-hydroxycedrol and 4-hydroxycedrol, which have been structurally elucidated by 1H and 13C NMR and GC-MS. We conclude that recombinant human cytochrome P450 enzymes can be useful tools in a combinatorial biosynthesis strategy for the production of new natural products and for in vitro metabolization studies. KW - Cedrol KW - Cytochrome P450 KW - Drug metabolism KW - NMR KW - Terpenoids PY - 2008 DO - https://doi.org/10.1080/13880200802215487 SN - 1388-0209 SN - 1744-5116 VL - 46 IS - 10-11 SP - 710 EP - 718 PB - Informa Healthcare CY - New York, NY, USA AN - OPUS4-18912 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Venugopalan, T. A1 - Yeo, T. L. A1 - Basedau, Frank A1 - Henke, Anna-Sophia A1 - Sun, T. A1 - Grattan, K.T.V. A1 - Habel, Wolfgang T1 - Evaluation and calibration of FBG-based relative humidity sensor designed for structural health monitoring N2 - In this paper, the evaluation and testing of a fibre optic relative humidity sensor specifically designed for structural health monitoring is discussed in detail. The sensor is based on a polymer coated Fibre Bragg Grating (FBG) where with the increase of the moisture level, the polymer coating swells and thus applies strain to the FBG, causing a Bragg wavelength shift. The device is designed so that the temperature effect on the humidity sensor can be compensated by the inclusion of a second un-coated FBG packaged inside the same sensor probe. The sensor thus produced has been tested extensively and calibrated using both a humidity chamber and standard salt solutions. The probe has demonstrated a very good performance for relative humidity measurements. PY - 2009 DO - https://doi.org/10.1117/12.835611 SN - 0277-786X SN - 0038-7355 SN - 0361-0748 VL - 7503 SP - 750310-1 - 750310-5 PB - VDE-Verl. CY - Berlin ; Offenbach AN - OPUS4-20109 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Heap, M.J. A1 - Lavallée, Y. A1 - Laumann, A. A1 - Hess, K.-U. A1 - Meredith, P.G. A1 - Dingwell, D.B. A1 - Huismann, Sven A1 - Weise, Frank T1 - The influence of thermal-stressing (up to 1000 °C) on the physical, mechanical, and chemical properties of siliceous-aggregate, high-strength concrete N2 - High-strength concrete (HSC) will experience thermal microcracking, explosive spalling, and undesirable chemical changes when exposed to high temperatures, such as during fire, engulfment by lava flow, or nuclear meltdown. Knowledge of the resultant changes in mechanical, physical, and chemical properties is paramount for hazard mitigation. We present a multidisciplinary study on the influence of thermal-stressing on HSC. Our study shows that thermal microcracking in HSC initiates at 180 °C, is more prevalent during cooling, and exhibits the Kaiser 'temperature-memory' effect. We show that residual compressive strength, indirect tensile strength, ultrasonic wave velocities, and Young’s modulus and Poisson’s ratio decrease, whilst porosity and permeability increase with increasing temperature. We discuss these data in terms of the chemical changes during thermal-stressing, provided by thermo-gravimetric analysis, differential scanning calorimetry, and X-ray diffraction, and from optical microscopic analysis of thermally-stressed samples. We provide implications for thermally-damaged HSC structures and a new method for non-destructive monitoring. KW - High strength concrete KW - Fire KW - Thermal-stressing KW - Acoustic emissions KW - Physical properties KW - Elastic moduli KW - Uniaxial compressive strength KW - Indirect tensile strength KW - Thermo-gravimetric analysis KW - X-ray diffraction PY - 2013 DO - https://doi.org/10.1016/j.conbuildmat.2013.01.020 SN - 0950-0618 VL - 42 SP - 248 EP - 265 PB - Elsevier Ltd. CY - Amsterdam AN - OPUS4-27992 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kositz, M. A1 - Hünger, K.-J. A1 - Weise, Frank T1 - Regression analysis of ASR expansions and silica dissolution in the presence of NaCl N2 - The durability of concrete structures due to alkali-silica-reaction (ASR) is usually been assessed by ASR concrete prism tests (CPT). Therefore, the expansion of concrete specimens indicates an alkalisensitivity. In Germany these tests are performed at 40°C or accelerated 60°C. Nevertheless, ASR prism tests are expensive, power and time-consuming. For these reasons, an alternative chemical test (“mod. BTU-test”) was developed in the past. The “mod. BTU-test” was correlated with German standard CPT. In this test, the solubility of silica and alumina in the liquid phase is measured by ICP-OES. For special requirements in concrete road construction, stricter test procedures are necessary. The specimens are repeatedly subjected to cyclic alternating storage in NaCl. On the one hand, the presence of NaCl increases the ASR expansion, on the other hand NaCl also changes the dissolution behaviour of silica and alumina. For now is not possible to correlate the solubilities of “mod. BTU-test” and ASR expansions influenced by NaCl. Therefore, four aggregates with different ASR sensitivities were chosen and ASR concrete prism tests (in addition with NaCl) have been performed. According to the “mod. BTU-test” the solubilities of silica and alumina in presence of different NaCl concentrations were measured. This paper is about the regression analysis of silica and alumina dissolution and ASR expansion tests in presence of NaCl. The regression analysis shows the influence of a quasi-continuous and an interrupted cyclic alternating storage. Additionally the effects of temperature and NaCl concentration are investigated. In the end, a suitable NaCl concentration of the “mod. BTU-test” for dissolution experiments is recommended. The “mod. BTU-Test” with NaCl might be a serious and reliable test method for ASR classification for concrete road construction. T2 - 16th International Conference on Alkali-Aggregate Reaction in Concrete CY - Lisboa, Portugal DA - 31.05.2022 KW - Alkali silica reaction KW - Alkaline solution KW - Alumina & silica dissolution KW - NaCl KW - Regression analysis PY - 2021 SN - 978-972-49-2315-4 VL - 1 SP - 711 EP - 723 AN - OPUS4-54552 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -