TY - JOUR A1 - Schartel, Bernhard T1 - Phosphorus-based flame retardancy mechanisms - Old hat or a starting point for future development? N2 - Different kinds of additive and reactive flame retardants containing phosphorus are increasingly successful as halogen-free alternatives for various polymeric materials and applications. Phosphorus can act in the condensed phase by enhancing charring, yielding intumescence, or through inorganic glass formation; and in the gas phase through flame inhibition. Occurrence and efficiency depend, not only on the flame retardant itself, but also on its interaction with pyrolysing polymeric material and additives. Flame retardancy is sensitive to modification of the flame retardant, the use of synergists/adjuvants, and changes to the polymeric material. A detailed understanding facilitates the launch of tailored and targeted development. KW - Fire retardancy KW - Red phosphorus KW - Phosphate KW - Phosphonate KW - Phosphinate KW - Phosphine oxide KW - Flame inhibition KW - Charring KW - Intumescence PY - 2010 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-220368 DO - https://doi.org/10.3390/ma3104710 SN - 1996-1944 VL - 3 IS - 10 SP - 4710 EP - 4745 PB - MDPI CY - Basel AN - OPUS4-22036 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruschwitz, Sabine T1 - Feuchtemessung im Bauwesen - Ein Überblick N2 - Ein Großteil der Schäden im Baubereich ist auf feuchteinduzierte Prozesse zurückzuführen. Der Erhaltungsaufwand allein im Hochbau wurde bereits vor einiger Zeit auf jährlich ca. 35 Mrd. Euro geschätzt. Aus diesem Grund hat die Feuchtemessung in der Bauwerksdiagnose eine sehr hohe Bedeutung - und im Idealfall sollte sie natürlich alles können: schnell sein, wiederholbar und zerstörungsfrei anwendbar. Zwar gibt es eine Vielzahl an verfügbaren Feuchtemesstechniken, oft fällt es Anwendern aber schwer, einzuschätzen welches die richtige Prüfmethode für ihr Problem ist. Genormt sind nur direkte und zerstörende Verfahren, die zwar teils hochgenau, aber doch nur stichprobenartig Aussagen liefern können. Die anderen, zerstörungsfreien Methoden basieren auf der Änderung feuchteabhängiger physikalischer Materialeigenschaften. Ihre Grundlagen, sowie Vor- und Nachteile werden hier näher dargestellt. T2 - Fachtagung Bauwerksdiagnose 2014 CY - Berlin, Germany DA - 13.02.2014 KW - Feuchtemessung KW - Zerstörungsfreie Prüfung KW - Baustoffe PY - 2014 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-311672 UR - http://www.bauwerksdiagnose2014.de/portals/bwd2014/BB/vortrag%205.pdf UR - http://www.bauwerksdiagnose2014.de/Berichtsband SN - 978-3-940283-56-6 SP - 1 EP - 8 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) CY - Berlin AN - OPUS4-31167 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Luong, Thi Mai Hoa A1 - Zabel, V. A1 - Lorenz, W., A1 - Rohrmann, R.G., T1 - Vibration-based model updating and identification of multiple axial forces in truss structures N2 - Safety assessment of existing iron and steel truss structures requires the determination of the axial Forces and corresponding stresses in truss structural members. The results of the axial force determination can be integrated as part of a structural health Monitoring scheme for existing trusses. In this work, a methodology is proposed to identify multiple axial forces in members of a truss structure based on the modal parameters. Vibration test allows the identification of the natural frequencies and mode shapes, globally of the truss structure as well as locally of the individual bars. The method calibrates the numerical model of the truss structure using a genetic algorithm and strategic validation criteria. The validation criteria are based on the identified natural frequencies and global mode shapes of the truss structure as well as information of the axial forces in the individual bars of the truss, which are estimated from the natural frequencies and five amplitudes of the corresponding local mode shapes of the single bars based on an analytical-based algorithm. The calibration allows the identification of the axial forces in all bars of the truss structure. For mode pairing strategy, a technique makes use of the enhanced modal assurance criteria with the calculation of the modal strain energies. Moreover, the modal strain energies are also used to select the relevant local mode shape of the individual bars. The feasibility and accuracy of the proposed methodology is verified by laboratory experiments on several truss structures. In situ tests on existing trusses are intended. The results from one of the laboratory tested structures, i.e. a two-bar system, are included in this paper. KW - Truss structures KW - Axial force KW - Dynamic test KW - Model updating KW - Optimization technique PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-402263 DO - https://doi.org/10.1016/j.proeng.2017.04.499 SN - 1877-7058 VL - 188 SP - 385 EP - 392 PB - Elsevier AN - OPUS4-40226 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Lexow, Jürgen T1 - Industrial safety - Public demand and an answer of BAM the federal German institute for materials research and testing N2 - Safe industrial operation is expected by the public. It contributes to a clean environment, innovation and prosperity. BAM the Federal German Institute for Materials Research and Testing has its responsibility in further developing safety in technology and chemistry by research, testing and expert advice. The basic reasoning for this activity and examples of current work are provided. Particular attention is given to the unique BAM Test site Technical Safety. Acceptance of fi ndings and transfer of results are based on collaboration and exchange of personal. Modes of cooperation are described. KW - Industrial safety KW - Large test fecility KW - Structural integrity KW - Dangerous substance PY - 2014 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-322519 DO - https://doi.org/10.2478/tvsbses-2014-0010 SN - 1805-3238 VL - 9 IS - 2 SP - 40 EP - 45 PB - VSB - Sborník vedeckých prací Vysoké Skoly Bánské - Technické Univerzity Ostrava CY - Ostrava AN - OPUS4-32251 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kolkoori, Sanjeevareddy A1 - Wrobel, Norma A1 - Deresch, Andreas A1 - Redmer, Bernhard A1 - Ewert, Uwe T1 - Dual high-energy X-ray digital radiography for material discrimination in cargo containers N2 - In this contribution, we present a dual high-energy X-ray imaging technique for cargo container inspection using the 'spectral high-energy X-ray attenuation method'. This method is based on attenuation of continuous highenergy spectra. The developed experimental technique consists of a betatron as high-energy (up to 7.5 MeV) X-ray source and a matrix detector with high spatial resolution (400 ìm) for digital X-ray imaging. In order to evaluate the material discrimination capability using dual high-energy X-ray imaging, a test specimen is proposed, comprising step wedges of different low and high atomic number (Z) materials. The selected X-ray spectra for the dual-energy experiments correspond to 3 MV and 7.5 MV acceleration potential of the betatron. We evaluated the ratio between low- and high-energy X-ray attenuation coefficients quantitatively based on simulated poly-energetic high-energy X-ray source spectra and the detector sensitivity using the 'analytical Radiographic Testing inspection simulation tool' (aRTist) developed at BAM. The simulated effective attenuation coefficients are compared with corresponding experimental results in order to establish a method for identification of low- and high-Z materials in the container. Finally, important applications of the proposed technique in the context of aviation security are discussed. T2 - ECNDT 2014 - 11th European conference on non-destructive testing CY - Prague, Czech Republic DA - 06.10.2014 KW - Digital radiography KW - NDT KW - High-energy X-ray imaging KW - Betatron KW - Digital detector array (DDA) KW - Container inspection KW - Material discrimination KW - Effective attenuation coefficient PY - 2014 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-322394 UR - https://www.ndt.net/?id=16430 SN - 1435-4934 VL - 19 IS - 12 SP - 1 EP - 10 PB - NDT.net CY - Kirchwald AN - OPUS4-32239 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Wrobel, Norma A1 - Kolkoori, Sanjeevareddy A1 - Zscherpel, Uwe A1 - Ewert, Uwe T1 - Innovative X-ray backscatter technique for security applications: Detection of dangerous materials N2 - Radiological inspections, in general, are NDT&E methods to detect the bulk of explosives without invasion into the object of analysis. In contrast to personal luggage, cargo or structural components constitute a complexity that may significantly hamper the detection of a threat by conventional transmission radiography. A novel approach of interrogating a large object to a certain depth only with a single sided access will be presented. It consists of an X-ray backscatter camera with a special twisted slit collimator for imaging backscattered objects. The new X-ray backscatter camera is not only imaging the objects due to their densities but also by taking into account the influences of surrounding objects. Additionally, it does not only image illuminated features but also depicts shadows from absorbing materials. This is a unique characteristic of the developed X-ray backscatter camera. Experimental mock-ups are conducted imitating container with threats among a complex packing as they may be encountered in reality. At the end, the significant advantages of the presented X-ray backscatter camera in the context of aviation and port security will be discussed. T2 - ECNDT 2014 - 11th European conference on non-destructive testing CY - Prague, Czech Republic DA - 06.10.2014 KW - Radiography KW - X-ray backscatter imaging KW - Irradiation geometry KW - Detection of dangerous materials KW - Security applications PY - 2014 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-322429 UR - https://www.ndt.net/?id=16432 SN - 1435-4934 VL - 19 IS - 12 SP - 1 EP - 8 PB - NDT.net CY - Kirchwald AN - OPUS4-32242 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kolkoori, Sanjeevareddy A1 - Wrobel, Norma A1 - Zscherpel, Uwe A1 - Ewert, Uwe T1 - New X-ray backscatter imaging technique for nondestructive testing of aerospace components N2 - Critical parts in aircraft manufacturing such as stringers are very commonly used in modern aircraft structures to resist the compressive loads caused by the aerodynamic effects. They are generally made-up of thin aluminium (Al) metal sheets and are one of the key components in the aircraft wings. Any defects in the stringer leads to weakening of the stiffness of the whole wing structure and consequently, failures may occur. Hence, the structural integrity of the stringers should be evaluated using reliable non-destructive testing (NDT) methods. Due to the complex shaped structure of the stringer, the one-sided access NDT method such as X-ray backscatter technique is more preferable for the non-destructive imaging. In this paper, we present a new X-ray backscatter technique to image the internal sections of the stringer with only a single-sided access. The whole object was inspected by changing the viewing direction of the X-ray backscatter camera. For the first time, the X-ray backscatter measurements were conducted using high-energy (> 0.5MeV) X-rays and proved the applicability of the present technique to inspect thick carbon-fiber laminated components. In order to improve the inspection time and image quality of the backscatter image, we used high-resolution (180ìm) digital detector arrays (DDAs). At the end, important applications of the presented X-ray backscatter technique to the aerospace industry are discussed. T2 - ECNDT 2014 - 11th European conference on non-destructive testing CY - Prague, Czech Republic DA - 06.10.2014 KW - X-ray backscatter imaging KW - Twisted-slit collimator KW - NDT KW - Digital detector array (DDA) KW - Stringer KW - Aerospace applications PY - 2014 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-322376 UR - https://www.ndt.net/?id=16431 SN - 1435-4934 VL - 19 IS - 12 SP - 1 EP - 8 PB - NDT.net CY - Kirchwald AN - OPUS4-32237 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kind, Thomas T1 - Ortung von Spanngliedern zum schadensfreien Bohren im Rahmen von Ertüchtigungsmaßnahmen N2 - Am Beispiel der Ertüchtigung einer Brücke in Bremen wird gezeigt, wie mit den zerstörungsfreien Prüfverfahren (ZfP) Radar- und Ultraschall die genau Lage vorgespannte Bewehrung gefunden bzw. bestätigt werden kann. Im Rahmen von Ertüchtigungsmaßnahmen an Spannbetonbrücken werden häufig Kernbohrungen durchgeführt, die die vorhandenen Spannbewehrungen nicht beschädigen dürfen. Es wird die Vorgehensweise beschrieben, wie mit ZfP ein wesentlicher Beitrag geleistet wird, das Risiko einer Beschädigung zu minimieren und somit eine bessere Planungssicherheit für die Ertüchtigungsmaßnahmen zu schaffen. Dabei werden auch die Grenzen der beiden Verfahren aufgezeigt. T2 - Fachtagung Bauwerksdiagnose 2012 - Praktische Anwendungen zerstörungsfreier Prüfungen und Zukunftsaufgaben CY - Berlin, Germany DA - 23.02.2012 KW - Radar KW - Zerstörungsfreie Prüfung KW - Stahlbeton KW - Ultraschall PY - 2012 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-398225 SN - 978-3-940283-40-5 VL - 134 (Vortrag 11) SP - 1 EP - 7 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) CY - Berlin, Germany AN - OPUS4-39822 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kapoor, M. A1 - Overgaard Christensen, Ch. A1 - Wittrup Schmidt, J. A1 - Dalsgaard Sørensen, J. A1 - Thöns, Sebastian T1 - Decision analytic approach for the reclassification of concrete bridges by using elastic limit information from proof loading N2 - Reclassification of bridges, i.e., a change in load rating, using reliability-based methods and a direct update with proof load information has been presented by many authors. However, bridge reclassification has hardly been studied from a decision analytic perspective, i.e., with quantification of the risks and benefits of different classification choices, and the expected benefit gain from proof loading. We derive, explain and exemplify a decision analytic approach for bridge reclassification along with models for (1) elastic and ultimate capacity and their adaptation with proof load information, (2) proof load information with classification outcomes accounting for target reliabilities and, (3) utilities including socio-economic benefits from reclassification. The approach and models are exemplified with a case study based on reclassification of bridges with a low existing classification. Decision rules, for practical use by a highway authority to find the optimal classification, are identified and documented based on: (1) the measurement of the capacity at elastic limit by proof loading, (2) the bridge reclassification benefits, and, (3) the required annual reliability level. From a Value of Information analysis, it is concluded that the proof load information is highly valuable for reclassification in cases of high socio-economic benefits and high reliability requirements. KW - Proof loading KW - Structural reliability KW - Value of information KW - Decision analysis PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-596845 DO - https://doi.org/10.1016/j.ress.2022.109049 SN - 0951-8320/ VL - 232 SP - 1 EP - 16 PB - Elsevier Ltd. AN - OPUS4-59684 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Schneider, Ronald T1 - Time-variant reliability of deteriorating structural systems conditional on inspection and monitoring data N2 - The current practice of operating and maintaining deteriorating structural systems ensures acceptable levels of structural reliability, but it is not clear how efficient it is. Changing the current prescriptive approach to a risk-based approach has great potential to enable a more efficient management of such systems. Risk-based optimization of operation and maintenance strategies identifies the strategy that optimally balances the cost for controlling deterioration in a structural system with the achieved risk reduction. Inspections and monitoring are essential parts of operation and maintenance strategies. They are typically performed to reduce the uncertainty in the structural condition and inform decisions on future operation and maintenance actions. In risk-based optimization of operation and maintenance strategies, Bayesian updating is used to include information contained in inspection and monitoring data in the prediction of the structural reliability. All computations need to be repeated many times for different potential inspection and monitoring outcomes. This motivates the development of robust and efficient approaches to this computationally challenging task. The reliability of deteriorating structural systems is time-variant because the loads on them and their capacities change with time. In most practical applications, the reliability analysis of deteriorating structural systems can be approached by dividing their lifetime into discrete time intervals. The time-variant reliability problem can then be represented by a series of time-invariant reliability problems. Using this methodology as a starting point, this thesis proposes a novel approach to compute the time-variant reliability of deteriorating structural systems for which inspection and monitoring data are available. The problem is formulated in a nested way in which the prediction of the structural condition is separated from the computation of the structural reliability conditional on the structural condition. Information on the structural condition provided by inspections and monitoring is included in the reliability assessment through Bayesian updating of the system deterioration model employed to predict the structural condition. The updated system reliability is obtained by coupling the updated deterioration model with a probabilistic structural model utilized to calculate the failure probability conditional on the structural condition. This approach is the first main outcome of this thesis and termed nested reliability analysis (NRA) approach. It is demonstrated in two numerical examples considering inspected and monitored steel structures subject to high-cycle fatigue. An alternative – recently developed – approach, which also follows the strategy of discretizing time, describes deteriorating structural systems with hierarchical dynamic Bayesian networks (DBN). DBN combined with approximate or exact inference algorithms also enable the computation of the time-variant reliability of deteriorating structural systems conditional on information provided by inspection and monitoring data. In this thesis – as a proof of concept – a software prototype is developed based on the DBN approach, which can be used to assess the reliability of a corroding concrete box girder for which half-cell potential measurements are available. This is the second main outcome of this thesis. Both approaches presented in this thesis enable an integral reliability analysis of inspected and monitored structures that accounts for system effects arising from (a) the correlation among deterioration states of different structural elements, (b) the interaction between element deterioration and system failure, and (c) the indirect information gained on the condition of all unobserved structural elements from inspecting or monitoring the condition of some structural elements. Thus, both approaches enable a systemwide risk-based optimization of operation and maintenance strategies for deteriorating structural systems. The NRA approach can be implemented relatively easily with subset simulation, which is a sequential Monte Carlo method suitable for estimating rare event probabilities. Subset simulation is robust and considerably more efficient than crude Monte Carlo simulation. It is, however, still sampling-based and its efficiency is thus a function of the number of inspection and monitoring outcomes, as well as the value of the simulated event probabilities. The current implementation of the NRA approach performs separate subset simulation runs to estimate the reliability at different points in time. The efficiency of the NRA approach with subset simulation can be significantly improved by exploiting the fact that failure events in different years are nested. The lifetime reliability of deteriorating structural systems can thus be computed in reverse chronological order in a single subset simulation run. The implementation of the DBN approach is much more demanding than the implementation of the NRA approach but it has two main advantages. Firstly, the graphical format of the DBN facilitates the presentation of the model and the underlying assumptions to stakeholders who are not experts in reliability analysis. Secondly, it can be combined with exact inference algorithms. In this case, its efficiency neither depends on the number of inspection and monitoring outcomes, nor on the value of the event probabilities to be calculated. However, in contrast to the NRA approach with subset simulation, the DBN approach with exact inference imposes restrictions on the number of random variables and the dependence structure that can be implemented in the model. T3 - BAM Dissertationsreihe - 168 KW - Reliability KW - Structural systems KW - Deterioration KW - Bayesian analysis KW - Inspection KW - Monitoring KW - Zuverlässigkeit KW - Tragstrukturen KW - Schädigungsprozesse KW - Bayes'sche Analyse KW - Inspektion KW - Monitoring PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-512977 SN - 1613-4249 VL - 168 SP - 1 EP - 188 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-51297 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Taffe, Alexander A1 - Feistkorn, Sascha A1 - Diersch, Norman T1 - Erzielbare Detektionstiefen metallischer Reflektoren mit dem Impulsradarverfahren an Beton T1 - Quantification of depth measurement for the detection of metal rebars using radar N2 - Das Impulsradarverfahren hat sich in der zerstörungsfreien Prüfung im Bauwesen in den letzten Jahren etabliert. Mögliche Nutzer des Verfahrens sind oft daran interessiert, in einer ersten Abschätzung herauszufinden, ob Impulsradar bei ihrer Prüfaufgabe sinnvoll eingesetzt werden kann. Sofern die physikalischen Voraussetzungen für die Anwendbarkeit gegeben sind, ist danach die Machbarkeit von Interesse. Dazu ist die erzielbare Detektionstiefe von Bewehrungsstäben in Beton mit Radar von Bedeutung. In diesem Beitrag werden systematische Untersuchungen beschrieben, bei denen die erzielbare Detektionstiefe von Bewehrungsstäben in Betonbauteilen zunächst auf einfache Weise visuell quantifiziert wurde. Diese Untersuchungen wurden mit verschiedenen Antennenmittenfrequenzen durchgeführt. Dazu wurden Betonbauteile konzipiert, die bezüglich der Größen Einbautiefe, Bewehrung, Betonalter (Aushärtung des Betons) und Betonrezeptur variiert wurden. Am Ende stehen Kurven, aus denen die realistisch erzielbaren Detektionstiefen von Bewehrungsstäben in Beton in Abhängigkeit von Betonalter, Antennenmittenfrequenz und Betonsorte abgelesen werden können. Um den Einfluss der oberflächennahen Bewehrung und des Größtkorns der Gesteinskörnung auf die Detektionstiefen zu quantifizieren, sind tiefergehende Auswertungen mithilfe der POD(a)-Analyse erforderlich. Die Ergebnisse dieser beiden Einflussgrößen sind als Teil einer umfangreichen Dissertation zum Thema POD hier dargestellt. N2 - Among non-destructive testing methods in civil-engineering (NDT-CE) Radar or GPR (Ground Penetrating Radar) has been well established. As a first step the engineer has to make sure the chosen NDT-method is applicable. When the physical requirements for an application are fulfilled the engineer wants to know up to what depth he might detect reinforcement bars. This article summarizes the results of systematic testing with radar at well-defined test specimens with different concrete mixtures, rebars in various depths using different antenna frequencies for their detection. As a result simple detection curves allow the engineer to estimate the attainable detection depth of reinforcement bars depending on the concrete age, concrete mixture and antenna frequency. To quantify the influence of the reinforcement near the surface or the maximum grain size of the aggregate advanced data assessment using the theory of POD (Probability of Detection) is presented as part of a comprehensive PhD thesis. KW - Zerstörungsfreie Prüfung im Bauwesen KW - ZfPBau KW - Impulsradar KW - Radar KW - Detektionstiefe KW - POD KW - Probability of detection KW - Leistungsfähigkeit KW - Stahlbeton KW - Bauwerkserhaltung/Sanierung PY - 2012 DO - https://doi.org/10.1002/best.201200017 SN - 0005-9900 SN - 1437-1006 VL - 107 IS - 7 SP - 442 EP - 450 PB - Ernst CY - Berlin AN - OPUS4-28589 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Illg, T. A1 - Knorr, Annett A1 - Fritzsche, Lutz T1 - Microreactors - a powerful tool to synthesize peroxycarboxylic esters N2 - The synthesis of peroxycarboxylic esters, as one subgroup of organic peroxides, is characterized by a high thermal hazard potential regarding process safety. In case of failure in the production process, e.g., if the heat of reaction cannot be removed sufficiently fast, decomposition reactions can be triggered, and as a result, remarkable amounts of heat and gas can be released and can cause a high extent of damage. Multifarious technical and organizational measures are necessary to ensure the safe industrial production of peroxides. With the introduction of microreaction technology plenty of possibilities have been opened to carry out highly exothermic reactions in smaller volumes and with more efficient heat removal. In this paper we report the application of three different microstructured reactors, representing different mixing strategies, to synthesize two peroxymonocarboxylic esters, namely tert-butyl peroxypivalate and tert-butyl peroxy-2- thylhexanoate. The following reactor types were considered: an orifice microreactor, a split and recombine microreactor and a capillary tube reactor in combination with ultrasonication. The efficiency of the two Phase liquid/liquid reaction is expressed in comparison of conversion and selectivity. With microreaction technology a remarkable increase in space-time-yield, ranging from 12,500 kg·m−3·h−1 to 414,000 kg·m−3·h−1, is achieved. KW - Microreactor KW - Peroxide KW - Continuous processing KW - Process safety KW - Flow chemistry PY - 2016 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-352496 DO - https://doi.org/10.3390/molecules21010005 SN - 1420-3049 VL - 21 IS - 1 SP - Article 5, 1 EP - 16 PB - MDPI CY - Basel AN - OPUS4-35249 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mähner, D. A1 - Sodeikat, Ch. A1 - Maack, Stefan T1 - ZfPBau-Verfahren an Elementwänden – Fallbeispiele und vergleichende Untersuchungen N2 - Die zerstörungsfreien Prüfverfahren konnten ihre Fähigkeit bei der Untersuchung von Elementwänden in einzelnen Fallstudien erbringen. Aufbauend auf den Kenntnissen aus der Praxis und auf Testreihen im Rahmen von Laboruntersuchungen wurde ein erster Ringversuch geplant und durchgeführt. Im Rahmen dieses Ringversuchs wurden verschiedene Strukturdefekte und Einbauteile in Elementwände eingebaut. Die Messung der Wände erfolgte anschließend durch mehrere Messteams mit unterschiedlichen zerstörungsfreien Prüfverfahren. Zum Einsatz kamen hierbei das Ultraschall-Echo- und das Impact-Echo-Verfahren sowie das Impuls-Radar-Verfahren. Zur Verbesserung der Vergleichbarkeit zwischen den unterschiedlichen Prüfverfahren wurde auf die Elementwände ein einheitliches Messraster aufgebracht. Für eine möglichst objektive Messung der Wände erhielten die Messteams vor den Messungen keine Details zu den Strukturdefekten oder Einbauteilen. Die Prüfaufgabe bestand darin, die Wände mit dem jeweiligen Prüfverfahren zu untersuchen. Anschließend wurden die Ergebnisse der Messteams zentral gesammelt und ausgewertet. Anhand der zentralen Auswertung sollten Aussagen zu den eingebauten Inhomogenitäten ableitet werden. Hierdurch kann zum einen die Leistungsfähigkeit der Prüfverfahren an unterschiedlichsten Inhomogenitäten getestet werden, zum anderen können die Ergebnisse und somit die Prüfverfahren untereinander verglichen werden. Zu diesen in der Praxis immer häufiger vorkommenden Fragestellungen können grundsätzliche Aussagen zum Einsatz von zerstörungsfreien Prüfungen bei Elementwänden gewonnen werden. Über die Ergebnisse dieses Ringversuches wird nachfolgend berichtet. T2 - Fachtagung Bauwerksdiagnose - Praktische Anwendungen Zerstörungsfreier Prüfungen und Zukunftsaufgaben CY - Berlin, Germany DA - 25.02.2016 KW - Beton KW - Zerstörungsfreie Prüfung im Bauwesen KW - Elementwände KW - WU-Bauwerke PY - 2016 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-388331 UR - http://www.bauwerksdiagnose2016.de/Portals/bwd2016/BB/vortrag%2010.pdf SP - 1 EP - 22 PB - Deutsche Gesellschaft für zerstörungsfreie Prüfung e.V. CY - Berlin AN - OPUS4-38833 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Maack, Stefan A1 - Holst, R. T1 - Rekonstruktion des Bestandsplans im Zuge der Nachrechnung der Brücke über die Leine bei Schwarmstedt N2 - Der aktuell im Rahmen der Nachrechnungsrichtlinie geforderte Nachweis von Tragfähigkeit, Gebrauchstauglichkeit und Ermüdung der Brückenbauwerke im Bestand der Länder und des Bundes stellt eine enorme Herausforderung dar. Insbesondere bei unvollständigen oder fehlenden Bestandsplänen der Bauwerke sind Maßnahmen erforderlich, um die erforderlichen Informationen zu beschaffen. Ein wirkungsvolles Instrument können hierfür die zerstörungsfreien Prüfverfahren des Bauwesens sein. In dem präsentierten Forschungsprojekt erfolgte die Rekonstruktion eines Bestandsplanes direkt auf die Anforderungen des mit der Nachrechnung beauftragten Ingenieurbüros. Darüber hinaus wurde der Entwurf eines Leitfadens erstellt, der im Falle von unvollständigen oder fehlenden Bestandsplänen die Grundlagen für die Beauftragung und Durchführung der Nachrechnung schafft. T2 - Fachtagung Bauwerksdiagnose 2016 - Praktische Anwendungen Zerstörungsfreier Prüfungen und Zukunftsaufgaben CY - Berlin, Germany DA - 25.02.2016 KW - Zerstörungsfreie Prüfung KW - Nachrechnungsrichtlinie KW - Brücken PY - 2016 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-388355 UR - http://www.bauwerksdiagnose2016.de/Portals/bwd2016/BB/vortrag%206.pdf SP - 1 EP - 14 PB - Deutsche Gesellschaft für zerstörungsfreie Prüfung e.V. CY - Berlin AN - OPUS4-38835 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -