TY - CONF A1 - Schneider, Ronald A1 - Rogge, Andreas A1 - Thöns, S. A1 - Bismut, E. A1 - Straub, D. ED - Caspeele, Robby ED - Taerwe, Luc ED - Frangopol, Dan M. T1 - A sampling-based approach to identifying optimal inspection and repair strategies for offshore jacket structures N2 - Identifying optimal inspection and repair strategies for offshore jacket structures is a challenging task. We pre-sent an approach, which is based on recent developments in the field of risk-based operation and maintenance planning at the structural system level. The approach utilizes heuristics to define inspection and repair strate-gies at the system level and to reduce the search space of possible strategies. For each defined strategy, the expected service life cost of inspection, repair and failure is evaluated based on simulated inspection and re-pair histories. Subset simulation is applied to compute the conditional repair and failure probabilities required for this analysis. It also forms the basis for simulating inspection and repair histories. The strategy that mini-mizes the expected service life cost is the optimal one in the set of pre-selected strategies. The underlying condition and performance model accounts for the stochastic dependence among the deterioration states of the different structural elements and the structural redundancy. The approach is demonstrated in a case study considering a jacket-type frame. In this study, we essentially vary the inspection interval, the minimum num-ber of inspected components and the target reliability, and identify the combination that minimizes the ex-pected total service life cost. T2 - The sixth international symposium on life-cycle civil engineering (IALCCE 2018) CY - Ghent, Belgien DA - 28.10.2018 KW - Offshore steel structures KW - Fatigue KW - Reliability KW - Risk KW - Inspection planning PY - 2019 SN - 978-1-138-62633-1 SN - 978-1-315-22891-4 SP - 1081 EP - 1088 PB - Taylor & Francis Group CY - London AN - OPUS4-46434 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Völzke, Holger T1 - Stand bei den Behälterbauartprüfungen für das Endlager Konrad N2 - Die Verfügbarkeit von Behältern für die Entsorgung nicht Wärme entwickelnder radioaktiver Abfälle im Endlager Konrad stellt ein wesentliches Element des nationalen Entsorgungskonzeptes für diese Abfallart dar. Grundlage für die Verfügbarkeit geeigneter Behälter sind typspezifische Bauartprüfungen, auf deren Grundlage eine Eignungs-feststellung in Form eines Prüfzeugnisses durch die Bundesgesellschaft für Endlagerung mbH (BGE), vormals Bundesamt für Strahlenschutz (BfS), erfolgt. Die Prüfgrundlagen sind in den durch das BfS (heute BGE) veröffent-lichten „Anforderungen an endzulagernde radioaktive Abfälle“ (Endlagerungsbedingungen) sowie der zugehörigen „Produktkontrolle radioaktiver Abfälle, radiologische Aspekte“ (PK) verankert. Die Eignungsfeststellung für eine Be-hälterbauart ist gleichzeitig die Grundlage für eine Behälterserienfertigung entsprechend den im Prüfzeugnis veran-kerten Spezifikationen und Randbedingungen. Mit den Gesetzen zur Neuordnung der Organisationsstruktur im Bereich der Endlagerung (Mitte 2016) und zur Neuordnung der Verantwortung in der kerntechnischen Entsorgung (Mitte 2017) mit der Finanzierung des Kern-energieausstiegs wurden wesentliche Weichenstellungen im Hinblick auf den anstehenden Rückbau der bereits stillgelegten und in den kommenden Jahren noch stillzulegenden deutschen Kernkraftwerke vorgenommen. Bezüg-lich der nicht Wärme entwickelnden radioaktiven Abfälle führt dies zu einer spürbaren Intensivierung der Anstren-gungen zur Bereitstellung qualifizierter Gebinde für das Endlager Konrad, das nach aktueller Planung bis 2027 sei-nen Einlagerungsbetrieb aufnehmen soll. Dies wiederum führt zu einer erheblichen Verdichtung der Verfahren zur Behälterbauartprüfung, die allen Seiten (Antragsteller, BGE, Gutachter) erhebliche Anstrengungen abfordert. Die Bundesanstalt für Materialprüfung und –forschung (BAM) ist auf Grundlage des Kap. 7 der o. g. „Produktkon-trolle …“ (PK) von der BGE mit den Behälterbauartprüfungen für das Endlager Konrad beauftragt. Hierbei ist eine Vielzahl von Anforderungen zu berücksichtigen, wozu neben den Anforderungen an Abfallbehälter gemäß Kap. 5 der Endlagerungsbedingungen weitere Anforderungen an die Verpackung (Kap. 3.2.2 PK), Kenngrößen (Kap. 3.5.1 PK) und schließlich die eigentliche Prüfung von Behältern/Verpackungen zählt (Kap. 7 PK). Letzteres beinhaltet die umfassende Behälterbeschreibung und –spezifikation, die Behälterauslegung, die thermischen und mechanischen Baumusterprüfungen (z.B. Brand- und Fallprüfungen), und schließlich die qualitätssichernden Maßnahmen für Her-stellung und Betrieb der Behälter. Neben der klassischen Bauartprüfung neuer Behältertypen spielt auch die Prü-fung bereits hergestellter Behälter, sog. Altbehälter, eine wesentliche Rolle, da sich etliche tausend Gebinde bereits in der Zwischenlagerung befinden und nach Möglichkeit für das Endlager Konrad qualifiziert werden sollen. Dieser Beitrag berichtet aktuell über den Umfang und Stand der laufenden Bauartprüfungen bei der BAM unter Be-rücksichtigung der besonderen Herausforderungen und der zuletzt erzielten Fortschritte. Dabei erfordert die paral-lele Bearbeitung der zahlreichen Verfahren einen verstärkten Koordinierungsbedarf hinsichtlich vergleichbarer fach-licher Aspekte sowie hinsichtlich Priorisierung und Ressourceneinsatz. Bei den experimentellen Nachweisen (Fall- und Brandversuche) betrifft das hinsichtlich der Nutzung der Versuchseinrichtungen bei der BAM die Koordination mit anderen Prüfaufträgen, wie z. B. verkehrsrechtliche Baumusterprüfungen. Schließlich erfordern diverse Fach-fragen zur Interpretation der Anforderungen aus Endlagerungsbedingungen und Produktkontrolle intensive Abstim-mungsprozesse zwischen BAM, BGE und Antragstellern. Wichtige Ergebnisse mit übergeordneter Bedeutung wer-den in Form erläuternder Fachnotizen durch die BGE veröffentlicht und können so bei zukünftigen Antragsverfahren berücksichtigt werden. T2 - KONTEC 2019 CY - Dresden, Germany DA - 27.03.2019 KW - Endlager KW - Container KW - Bauartprüfung KW - Konrad PY - 2019 SP - Paper 017, 205 EP - 212 PB - Kontec GmbH CY - Hamburg AN - OPUS4-47667 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kullolli, Borana A1 - Baeßler, Matthias A1 - Cuéllar, Pablo A1 - Rica, S. A1 - Rackwitz, F. T1 - An enhanced interface model for friction fatigue problems of axially loaded piles N2 - The shaft bearing capacity often plays a dominant role for the overall structural behaviour of axially loaded piles in offshore deep foundations. Under cyclic loading, a narrow zone of soil at the pile-soil interface is subject to cyclic shearing solicitations. Thereby, the soil may densify and lead to a decrease of confining stress around the pile due to microphenomena such as particle crushing, migration and rearrangement. This reduction of radial stress has a direct impact on the shaft capacity, potentially leading in extreme cases to pile failure. An adequate interface model is needed in order to model this behaviour numerically. Different authors have proposed models that take typical Interface phenomena in account such as densification, grain breakage, normal pressure effect and roughness. However, as the models become more complex, a great number of material parameters need to be defined and calibrated. This paper proposes the adoption and transformation of an existing soil bulk model (Pastor- Zienkiewicz) into an interface model. To calibrate the new interface model, the results of an experimental campaign with the ring shear device under cyclic loading conditions are here presented. The constitutive model shows a good capability to reproduce typical features of sand behaviour such as cyclic compaction and dilatancy, which in saturated partially-drained conditions may lead to liquefaction and cyclic mobility phenomena. T2 - Conference: OMAE CY - Glasgow, Scotland, UK DA - 09.06.2019 KW - Soil-structure interaction KW - Interface PY - 2019 VL - 2019 SP - Article Number: UNSP V001T10A013 PB - ASME CY - Glasgow, Scotland AN - OPUS4-48444 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geißler, Peter A1 - Schwarz, Johannes A1 - Cuéllar, Pablo A1 - Hüsken, Götz A1 - Baeßler, Matthias A1 - Kühne, Hans-Carsten A1 - Morrone, C. T1 - Compaction grouting to improve the pile bearing capacity in non-cohesive soil N2 - The aim of an ongoing research project is to develop a design approach for typical offshore driven piles (e.g. Jacket piles) based on the application of injections by compaction grouting directly at the pile shaft. The paper aims to present the results of laboratory and in-situ tests, which reveal the efficiency and the promising potential of the optimised foundation concept for a more economic dimensioning of pile foundations and to increase their bearing capacity in non-cohesive soil at any moment after installation. T2 - Twenty-ninth International Ocean and Polar Engineering Conference CY - Honolulu, HI, USA DA - 16.06.2019 KW - Offshore Pile Foundation KW - Compaction Grouting KW - Grout KW - Injection Sequence KW - Tensile Capacity PY - 2019 SN - 978-1-880653-85-2 SN - 1098-6189 VL - II SP - 2178 EP - 2184 PB - International Society of Offshore and Polar Engineers (ISOPE) CY - Cupertino, California, USA AN - OPUS4-48505 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schönfelder, Thorsten A1 - Müller, Lars A1 - Komann, Steffen A1 - Wille, Frank ED - Schönfelder, Thorsten T1 - Design assessment of a dual purpose cask for damaged spent nuclear fuel N2 - German package design approvals were granted recently for dual purpose casks (DPC) intended for loading with encapsulated damaged spent nuclear fuel (DSNF). Comprehensive assessment procedures were carried out by the authority BAM with respect to the mechanical and thermal package design, the activity release of radioactive material and quality assurance aspects for manufacturing and operation of each packaging. The objective of each procedure was to verify the Package Design Safety Report (PDSR) and the relevant guidelines fulfils the requirements of the IAEA regulations. Previous approvals of German SNF package designs consider mainly standard fuel assemblies with defined specifications and properties for transport and interim storage. Due to the nuclear power phase-out in Germany all kinds of SNF, e.g. damaged spent fuel rods shall be packed in DPC now. Therefore specific requirements shall be considered in accordance with international experiences including IAEA technical reports. The main requirement for DSNF is a tight encapsulation with specific defined properties under transport and storage conditions. Due to the interim storage period of currently up to 40 years the encapsulation with DSNF in the casks shall also be long term durable. Thus specific loading and drying procedures are necessary and had to be qualified during the approval process. BAM assessed these drying procedures and could confirm the long-term behaviour of the encapsulation and the suitability of the drying equipment. This special equipment was qualified in a “cold handling”. In addition, it was shown that the behaviour of the test equipment used in the qualification process was comparable with the original equipment, e.g. test fuel rods or test encapsulation. In the development of the drying process, experience was obtained in how to put the requirements of the IAEA regulations and related IAEA technical reports into practice. The paper gives an overview of approval assessment and testing experience made by BAM and point out the main resulting requirements on drying processes for these kinds of encapsulations with DSNF. T2 - Proceedings of the 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, USA DA - 04.08.2019 KW - Assessment KW - Dual purpose cask KW - Spent nuclear fuel PY - 2019 SP - Paper 1204, 1 EP - 10 AN - OPUS4-48685 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Linnemann, Konrad A1 - Müller, Lars A1 - Schönfelder, Thorsten A1 - Komann, Steffen A1 - Wille, Frank T1 - Authority Experience during Design Approval Procedure for Packages Loaded with Special Encapsulations for Damaged Spent Nuclear Fuel N2 - The first German package design approval certificate for a dual purpose cask intended for loading with damaged spent nuclear fuel was issued recently. BAM as part of the competent authority system in Germany carried out a comprehensive assessment procedure with respect to the mechanical and thermal design, the release of radioactive material and the quality assurance aspects of manufacturing and operation. Packages for the transport and storage of radioactive material have been assessed by BAM for many years, thus the common assessment procedure is well-known and good practice. Up to now only SNF without defects or HLW with well-defined properties were designated for long-term Interim storage and transports afterwards. Due to Germany’s nuclear phase out all other kinds of spent nuclear fuel in particular damaged spent nuclear fuel shall be packed as well. Damaged spent nuclear fuel needs a tight closure with Special encapsulations and clearly defined properties in Germany. In addition, these encapsulations shall be long-term durable, because they are not accessible after loading in a packaging within periodical inspections. The main difference to Standard package components is that encapsulations with a permanent closure achieve their specified conditions not after manufacturing but only during operation, after loading and closing. To ensure compliance with the specific conditions, special measures for quality assurance are necessary during operation of each encapsulation, e.g. drying and sealing, which were assessed by BAM. The present paper gives an overview of the conducted assessment from BAM and point out the findings concerning to the special closure lid of the approved encapsulation, which is screwed and welded. A wide verification concept is necessary to show the specific tightness under transport conditions. Together with quality assurance measures during first operation steps these encapsulations with damaged spent nuclear fuel can be handled like standard fuel assemblies in approved package designs. T2 - International Conference on the Management of Spent Fuel from Nuclear Power Reactors CY - Vienna, Austria DA - 24.06.2019 KW - Transport package KW - Design approval KW - Spent nuclear fuel KW - Special encapsulation PY - 2019 SP - 1 EP - 9 AN - OPUS4-48749 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Feldkamp, Martin A1 - Quercetti, Thomas A1 - Wille, Frank T1 - Fire reference test for IAEA package thermal testing in a propane gas fire test facility N2 - Packages for the transport of radioactive material shall withstand severe accidents. Therefore, the IAEA Regulations define different test scenarios to cover severe hypothetical accident conditions. One of these tests defined in detail is the thermal test, mainly consisting of a 30 minute fully engulfing 800 °C pool fire or an equally severe fire test. The heat fluxes into the package are of significant importance and depend substantially on the fire characteristics and the surface temperature of the package. In order to investigate the heat fluxes over a wide range of surface temperatures during a propane gas fire test and to get information about local fire impact a fire reference package, representing the outer geometry of a specific type of transport cask for radioactive waste, was designed. A closed steel sheet cylinder with a wall thickness of 10 mm was chosen as fire reference package. The cylinder was filled with refractory insulation material and instrumented with thermocouples distributed all over the cylinder. The local steel sheet temperatures measured allow the determination of local as well as global heat fluxes as a function of time and surface temperature. With this fire reference package three open-air propane gas fire tests were performed at BAM’s open air fire test stand. The flame exposure time period was changed for the different fire tests. Furthermore, the wind conditions changed between and during the tests. Test stand parameters like wind shield location and propane gas volume flow were chosen constant for the three tests. The test results were used to determine the changes of heat flux into the fire reference package in relation to the package surface temperature. This data also allows the calculation of local characteristics of the propane gas fire as there are the flame temperature, the fire convection coefficient and the radiation exchange coefficient in a first approach. The recently conducted tests provide an initial picture of local fire characteristics of the propane gas fire test facility. The test shows that the propane gas fire covers the IAEA-fire over a wide range of surface temperatures with the chosen test stand parameters. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Fire test KW - Propane gas KW - Calorimetric test KW - IAEA fire testing PY - 2019 SP - Paper 1141, 1 EP - 10 AN - OPUS4-48840 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zencker, Uwe A1 - Simbruner, Kai A1 - Völzke, Holger T1 - Brittle failure of spent fuel claddings under long-term dry interim storage conditions – Preliminary analysis N2 - The evaluation of cladding integrity is a major issue to be demonstrated in Germany for extended interim storage periods up to 100 years and subsequent transportation considering operational and accidental conditions with respect to reactor operation, cask drying and dry interim storage. The chemical reaction between the zirconium fuel cladding and the cooling water in water-cooled reactors produces hydrogen and zirconium oxide. Hydrogen diffuses into the cladding and precipitates as zirconium hydrides when the solubility limit is reached, preferably oriented in hoop direction. At high temperatures during vacuum drying procedures, the hydrides can dissolve. Over a succeeding period of slow cooling with existing hoop stress the hydrides precipitate again, but partly reoriented along the radial direction of the cladding. This change of microstructure in combination with a decreasing temperature (0.5...2 K/year) during (extended) interim storage and additional mechanical load by handling procedures or under accident conditions could lead to a potential cladding embrittlement and consequently increased failure probability. The current research project BRUZL (Fracture mechanical analysis of spent fuel claddings under long-term dry interim storage conditions) has been launched by BAM to investigate potential sudden brittle failure of spent fuel claddings at small deformation under long-term dry interim storage conditions and is presented. T2 - IAEA International Conference on the Management of Spent Fuel from Nuclear Power Reactors CY - Vienna, Austria DA - 24.06.2019 KW - Ageing Management KW - Cladding Embrittlement KW - Extended Storage KW - Ring Compression Test KW - Spent Nuclear Fuel PY - 2019 SP - Paper IAEA-CN-272/49, 1 EP - 8 AN - OPUS4-48869 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Palkowski, Carsten A1 - von Schwarzenberg, Stefan A1 - Simo, Anne T1 - Dynamic testing to better reflect real use for the seasonal performance of air conditioners N2 - In this contribution, a dynamic test method to determine the seasonal performance of invertertype air conditioners has been developed and verified. In comparison to current test standards, where test modes for fixing the compressor speed are required, a dynamic approach is applied with unfixed compressor speed and thus better reflects the performance of air conditioners under real operating conditions. The dynamic tests are conducted in two calorimeter chambers. The indoor chamber is kept at a constant temperature whereas the outdoor chamber is subjected to a temperature profile based on the climate BIN-distribution, representing the reference cooling demand. The proposed dynamic test considers the dynamic control of an air conditioner and delivers results which could indicate the units' performance in the field. T2 - 25th International Congress of Refrigeration 2019 CY - Montréal, Canada DA - 25.09.2019 KW - Seasonal Performance Factor KW - Inverter-type Air Conditioner KW - Dynamic Test Method KW - Real Use Behavior PY - 2019 SN - 978-2-36215-035-7 SN - 1025-9031 SP - 672, 3891 EP - 3899 PB - International Institute of Refrigeration IIR CY - Paris AN - OPUS4-48865 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zencker, Uwe A1 - Qiao, Linan A1 - Völzke, Holger T1 - Fracture mechanical analysis of a cylindrical cast iron cask N2 - The safety evaluation of cask components made of ductile cast iron includes investigations to prevent brittle fracture. Generally, ductile cast iron is endangered by brittle fracture especially at low temperatures (down to -40°C) and in combination with existing crack-like material defects. An applicable method is the assessment of fracture resistance using fracture mechanics according to the IAEA guidelines. The approach is based on the prevention of fracture initiation. For application of these principles for drop loads, account must be taken both of dynamic stresses within the component and dynamic material behavior. Basically, the dynamic stress intensity factor of postulated pre-existing crack-like defects is compared with the dynamic fracture toughness of the material. Applicable numerical and experimental methods for the safety assessment of cask components are demonstrated for the case of an artificially pre-cracked cylindrical cast iron cask which undergoes dynamic loading conditions as result of the hard impact between the cask and a concrete target. The proposed evaluation procedure is a combination of numerical and experimental steps. Exemplarily, the calculated stress intensity factor is compared with measured fracture toughness values from single edge notched bending specimens. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials (PATRAM 2019) CY - New Orleans, LA, USA DA - 04.08.2019 KW - Ductile Cast Iron KW - Brittle Fracture KW - Cylindrical Cask PY - 2019 SP - Paper 1209, 1 EP - 7 AN - OPUS4-48914 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Johann, Sergej A1 - Kohlhoff, Harald A1 - Gawlitza, Kornelia A1 - Bell, Jérémy A1 - Mansurova, Maria A1 - Tiebe, Carlo A1 - Bartholmai, Matthias T1 - Semi-automatic Gas Measurement Device Based on Fluorescent Multi-gas Sensors N2 - This paper describes the development of a semi-automatic gas measurement device presenting potentially a broad range of applications, noteworthy in the agricultural sector. Non-reversible fluorescent molecular sensors were designed and syn-thesized. Upon, integration into a hydrogel matrix with an optimal ratio of co-solvents, the sensors reacting selectively to ammonia were illuminated by excitation light to produce a concentration-correlated fluorescence emission. An automated mechanical-elec-trical device initiates a given gas mixture and thus simulates con-centrations similar to a threshold value. The aim of this project is to develop a sensor or a low-cost method which can monitor low concentrations of harmful gases and aid in their elimination or regulation in livestock housing, barns or stables. T2 - IEEE Sensors 2019 CY - Montreal, Canada DA - 27.10.2019 KW - gas analysis KW - fluorescence KW - embedded sensor KW - spectroscopy KW - environment KW - agricultural economy PY - 2019 SN - 978-1-7281-1634-1 SP - 88 EP - 92 PB - IEEE AN - OPUS4-49506 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hüllmann, Dino A1 - Neumann, Patrick P. A1 - Scheuschner, Nils A1 - Bartholmai, Matthias A1 - Lilienthal, A.J. T1 - Experimental Validation of the Cone-Shaped Remote Gas Sensor Model N2 - Remote gas sensors mounted on mobile robots enable the mapping of gas distributions in large or hardly accessible areas. A challenging task, however, is the generation of threedimensional distribution maps from these gas measurements. Suitable reconstruction algorithms can be adapted, for instance, from the field of computed tomography (CT), but both their performance and strategies for selecting optimal measuring poses must be evaluated. For this purpose simulations are used, since, in contrast to field tests, they allow repeatable conditions. Although several simulation tools exist, they lack realistic models of remote gas sensors. Recently, we introduced a model for a Tunable Diode Laser Absorption Spectroscopy (TDLAS) gas sensor taking into account the conical shape of its laser beam. However, the novel model has not yet been validated with experiments. In this paper, we compare our model with a real sensor device and show that the assumptions made hold. T2 - IEEE Sensors 2019 CY - Montreal, Canada DA - 27.10.2019 KW - Remote gas sensor model KW - TDLAS KW - Gas dispersion simulation PY - 2019 SN - 978-1-7281-1634-1 SP - 104 EP - 107 PB - IEEE AN - OPUS4-49548 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brandt, S. A1 - Müller, B. A1 - de Lima Vasconcelos, S. A1 - Plehn, W. A1 - Brozowski, F. A1 - Horn, Wolfgang A1 - Sattler, M. T1 - Präzisierung der Geruchsprüfung für Bauprodukte nach DIN ISO 16000-28 – Untersuchung von Vergleichsmaßstäben N2 - Bauprodukte, die in Innenräumen verwendet werden, sollten die Gesundheit und das Wohlbefinden der Personen die sich darin aufhalten nicht durch das Ausdünsten von Geruchsstoffen stören. Die DIN ISO 16000-28 „Bestimmung der Geruchsstoffemissionen aus Bauprodukten mit einer Emissionsprüfkammer“ (DIN ISO 16000-28) beschreibt umfassend die Möglichkeiten der Geruchsprüfung. In Verbindung mit der Anwendung der VDI-Richtlinie 4302 Blatt 1 „Geruchsprüfung von Innenraumluft und Emissionen aus Innenraummaterialien“ (VDI 4302 Blatt 1) ist sie zur Bewertung der empfundenen Intensität von Bauprodukten mit Vergleichsmaßstab geeignet (Umweltbundesamt 2015). In einem vom Umweltbundesamt (UBA) geförderten Forschungsprojekt der Hochschule für Technik und Wirtschaft Berlin (HTW Berlin) und der Bundesanstalt für Materialforschung und –prüfung (BAM) wurden erstmals verschiedene Vergleichsmaßstäbe miteinander verglichen. Ziel des derzeitigen Folgeprojektes ist nun, Mindestanforderungen an Vergleichsmaßstäbe zu erarbeiten, welche die Reproduzierbarkeit der Ergebnisse erhöhen und mit denen die Norm konkretisiert werden kann. Dieser Beitrag stellt die Untersuchungen und Ergebnisse des ersten Projektes und die Schlussfolgerungen für die Durchführung des zweiten Projektes dar. T2 - 12. Fachkongress der Arbeitsgemeinschaft ökologischer Forschungsinstiute (AGÖF) CY - Hallstadt (Bamberg), Germany DA - 17.10.2019 KW - Geruch KW - Emission KW - Bauprodukte KW - VOC KW - Emissionskammer PY - 2019 SN - 978-3-930576-11-1 VL - 12. Fachkongress SP - 214 EP - 223 PB - Arbeitsgemeinschaft ökologischer Forschungsinstiute (AGÖF) e. V. CY - Springe-Eldagsen AN - OPUS4-49702 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Artinov, Antoni A1 - Bakir, Nasim A1 - Bachmann, Marcel A1 - Gumenyuk, Andrey A1 - Na, S.-J. A1 - Rethmeier, Michael T1 - On the search for the origin of the bulge effect in high power laser beam welding N2 - The shape of the weld pool in laser beam welding plays a major role to understand the dynamics of the melt and its solidification behavior. The aim of the present work was its experimental and numerical investigation. To visualize the geometry of the melt pool in the longitudinal section a butt joint configuration of 15 mm thick structural steel and transparent quartz glass was used. The weld pool shape was recorded by means of a high-speed video camera and two thermal imaging MWIR and VIS cameras. The observations show that the dimensions of the weld pool vary depending on the depth. The regions close to the surface form a teardrop shaped weld pool. A bulge-region and its temporal evolution were observed approximately in the middle of the depth of the weld pool. Additionally, a transient numerical simulation was performed until reaching a steady state to obtain the weld pool shape and to understand the formation mechanism of the observed bulging phenomena. A fixed keyhole with an experimentally obtained shape was used to represent the full-penetration laser beam welding process. The model considers the local temperature field, the effects of phase transition, thermo-capillary convection, natural convection and temperature-dependent material properties up to evaporation temperature. It was found that the Marangoni convection and the movement of the laser heat source are the dominant factors for the formation of the bulging-region. Good correlation between the numerically calculated and the experimentally observed weld bead shapes and the time-temperature curves on the upper and bottom surface were found. T2 - International Congress on Applications of Lasers & Electro-Optics (ICALEO®) CY - Orlando, USA DA - 14.10.2018 KW - Bulging effect KW - High power laser beam welding KW - Numerical modelling KW - Solidification cracking PY - 2019 SP - 1 EP - 8 AN - OPUS4-47139 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Theiler, Geraldine A1 - Gradt, Thomas T1 - High performance polymer materials for tribological applications in hydrogen and methane N2 - The development of hydrogen technologies is a key strategy to reduce greenhouse gas emission worldwide. Power-to-Gas is a challenging solution, in which hydrogen and methane can be used in mobility, industry, heat supply and electricity generation applications. This presentation deals with the tribological behaviour of polymer materials in hydrogen and methane, both in gas and in liquefied form. T2 - ECOTRIB 2019, MaTri'19 CY - Vienna, Austria DA - 12.06.2019 KW - Slidng wear KW - Polymer materials KW - Hydrogen KW - Methane PY - 2019 SN - 978-3-901657-60-3 SP - 228 EP - 229 AN - OPUS4-48253 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schirdewahn, S. A1 - Spranger, Felix A1 - Hilgenberg, Kai A1 - Merklein, M. ED - M., Oldenburg ED - J., Hardell ED - D., Caellas T1 - Tribological performance of localized dispersed X38CrMoV5-3 surfaces for hot stamping of Al-Si coated 22MnB5 sheets N2 - Over the last years, the weight of modern car bodies has risen significantly due to the increasing customers’ demand for comfort and safety equipment. However, this ongoing trend leads to an increasing fuel consumption and thus to higher carbon dioxide emissions. In order to counteract these problems, hot stamping has been established in the automotive industry as a key technolo-gy for lightweight construction, regarding the manufacturing of safety-relevant car body compo-nents. Hot stamped parts are commonly made out of boron-manganese steel 22MnB5, which is initially austenized and subsequently formed and quenched in one process step. As a result, geo-metrical complex structures with an ultimate tensile strength of 1500 MPa are generated. The surfaces of the workpieces are coated with an Al-Si layer to avoid oxide scale formation and to ensure corrosion protection. However, the coating system leads to an increased adhesive wear on the tool surface due to the high thermo-mechanical tool stresses. Therefore, a time and cost con-suming rework of the hot stamping tools is required. The aim of this study is to increase the tribological performance of hot stamping tools by using a laser implantation process. This tech-nique allows the ma-nufacturing of separated, elevated and dome-shaped microstructures on the tool surface in consequence of a localized dispersing of hard ceramic particles by pulsed laser radiation. The generated surface features offer great potential for reducing the tribological load, due to their high hardness and wear resistance. For this purpose, the friction coefficient of un-modified and laser implanted tool surfaces were examined and compared by using a modified pin-on-disk test. In addition, the surfaces were analyzed by optical measurements in order to quantify the amount of wear. T2 - 7th International Conference on Hot Sheet Metal Forming of High-Performance Steel CHS2-2019 CY - Lulea, Sweden DA - 02.06.2019 KW - Laser implantation KW - Surface texturing KW - X38CrMoV5-3 KW - TiB2 KW - Hot-Stamping PY - 2019 VL - 2019 SP - 357 EP - 364 AN - OPUS4-48285 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Artinov, Antoni A1 - Karkhin, V. A1 - Bakir, Nasim A1 - Meng, Xiangmeng A1 - Bachmann, Marcel A1 - Gumenyuk, Andrey A1 - Rethmeier, Michael T1 - Lamé curves approximation for the assessment of the 3-D temperature distribution in keyhole mode welding processes N2 - A novel approach for the reconstruction of an equivalent volumetric heat source from a known weld pool shape is proposed. It is based on previously obtained weld pool geometries from a steady-state thermo-fluid dynamics simulation. Hereby the weld pool dimensions are obtained under consideration of the most crucial physical phenomena, such as phase transformations, thermo-capillary convection, natural convection and temperature-dependent material properties. The algorithm provides a time and calibration efficient way for the reproduction of the weld pool shape by local Lamé curves. By adjusting their parameters, the identification of the finite elements located within the weld pool is enabled. The heat input due to the equivalent heat source is assured by replacing the detected nodes’ temperature by the melting temperature. The model offers variable parameters making it flexible and adaptable for a wide range of workpiece thicknesses and materials and allows for the investigation of transient thermal effects, e.g. the cooling stage of the workpiece. The calculation times remain acceptably short especially when compared to a fully coupled process simulation. The computational results are in good agreement with performed complete-penetration laser beam welding experiments. T2 - ICALEO 2019 - 38th International congress on applications of lasers & electro-optics CY - Orlando, FL, USA DA - 07.10.2019 KW - Weld pool shape approximation KW - Keyhole mode laser beam welding KW - Numerical simulation KW - Superelliptic Lamé curves PY - 2019 UR - http://icaleo.conferencespot.org/2019-proceedings?qr=1 SN - 978-1-940168-1-42 SP - Paper # Macro 1002 AN - OPUS4-49310 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Barthel, Maria A1 - Rübner, Katrin A1 - Kühne, Hans-Carsten T1 - Aktivierung von Papierasche zur Nutzung als Bindemittelkomponente N2 - In Deutschland fallen jährlich 20 Millionen Tonnen Altpapier an. 75 % davon werden dem Recyclingprozess zugeführt. Dabei bleiben Prozessrückstände wie Deinkingschlämme, Sortierrückstände und Faserreststoffe übrig. Zusammengefasst als Papierschlamm verwerten die Recycler diesen Reststoff thermisch in dezentralen Heizkraftwerken. Die dabei anfallende Papierasche hat mit den Anteilen der Hauptoxide von 59 M.-% CaO, 22 M.-% SiO2 und 13 M.-% Al2O3 eine ähnliche chemische Zusammensetzung wie Portlandzement, wobei sich die Mineralphasen unterscheiden. Durch eine Aktivierung der Papierasche können jedoch hydraulisch aktive Phasen wie Mayenit (C7A12) und Belit (C2S) erzeugt werden. Die Mineralphase Mayenit reagiert schnell mit Wasser zu Calciumaluminathydraten, wodurch der Bindemittelleim schnell ansteift. Die festigkeitsbildenden Calciumsilicathydrate (CSH) in Bindemittelleimen entstehen bei einer späteren Reaktion von Belit mit Wasser. Zur Aktivierung dient eine hydrothermale Calcinierung. Dabei wird Papierasche mit einer Aktivatorlösung (Wasser oder KOH) gemischt und bei 200 °C hydrothermal behandelt, wobei sich Hydratphasen ausbilden. Diese Zwischenprodukte dehydratisieren durch eine anschließende Calcinierung zu reaktiven Calciumsilicaten und Calciumaluminaten. Wie sich die Parameter des Aktivierungsprozesses auf die Mineralphasen auswirken, war Fokus der Untersuchungen. Mit thermogravimetrischen Analysen der Zwischenprodukte konnten die Reaktionsprodukte nach dem hydrothermalen Prozessschritt bestimmt werden. Den größten Einfluss auf den Mineralphasenbestand hat hierbei die Alkalität der Aktivatorlösung. Im zweiten Prozessschritt, der Calcinierung, ist die Temperatur der wesentliche Faktor für die Ausbildung reaktiver Phasen. Die Ergebnisse kalorimetrischer Untersuchungen an Leimen aus den calcinierten Proben dienten der Auswahl der optimalen Calcinierungstemperatur. Die gesamte Reaktionswärme war für die Proben, welche bei einer Calcinierungstemperatur zwischen 700-800 °C hergestellt wurden, am höchsten. T2 - GDCH-Tagung Bauchemie CY - Aachen, Germany DA - 30.09.2019 KW - Papierasche KW - Zement KW - Hydrothermale Calcinierung KW - Bindemittel PY - 2019 SN - 978-3-947197-13-2 VL - 54 SP - 16 EP - 24 CY - Aachen AN - OPUS4-49312 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mohr, Gunther A1 - Seeger, Stefan A1 - Hilgenberg, Kai T1 - Measurement of particle emissions in Laser Powder Bed Fusion (L-PBF) processes and its potential for in-situ process monitoring N2 - Laser Powder Bed Fusion (L-PBF) is a promising additive manufacturing (AM) technology for metal part production especially for complex and lightweight structures or functional designs. In L PBF processes several by-products including welding plume and its condensates, spatter and ejected powder are generated during laser exposure. Investigations of micro- and nano-sized by-products have received little attention in literature. This study focuses on the analysis of particle emissions in L PBF of 316L stainless steel using a scattered light aerosol spectrometer and a fast mobility particle sizer spectrometer during the process which allows for in-situ analysis of particle sizes in the range of 6 nm to 100 µm. A distinct correlation of emission signals to part position can be revealed. In addition, a significant influence of laser scanning vector directions on emission signals is presented. Furthermore, differing powder layer thicknesses can be recognised by deviations in emission signals. T2 - Euro PM 2019 CY - Maastricht, The Netherlands DA - 13.10.2019 KW - Plume KW - Laser Powder Bed Fusion (L-PBF) KW - Additive Manufacturing (AM) KW - Spatter KW - Fume KW - Particle gas emission KW - Aerosol measurements PY - 2019 SP - 1 EP - 7 AN - OPUS4-49388 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Werner, Tiago ED - Madia, Mauro ED - Zerbst, Uwe T1 - Experimental investigation on cyclic R-curves for additively manufactured 316L steel N2 - The present study deals with the experimental characterization of short crack propagation in SLM (selective-laser-melting) manufactured stainless steel. More specifically, the determination of cyclic R-curves is discussed. This describes the dependency of the crack propagation threshold on crack growth during the short crack propagation stage. For metals, the threshold, starting at a material-intrinsic value, increases until it reaches a value independent of the crack length due to crack closure phenomena which build up at that stage. The cyclic R-curve, when used in the frame of a cyclic R curve analysis, characterizes the resistance of a material to fatigue crack growth and the ability to arrest a physically short crack. Thus, it is the link between classical fatigue and fracture mechanics. In the high-cycle-fatigue range, the short crack propagation stage dominates the overall lifetime, i.e., the number of cycles until failure. Below the fatigue limit crack arrest of hitherto propagable micro-cracks will occur. The effort for the experimental characterization of the short fatigue crack propagation behavior and the cyclic R-curve is very high compared to experiments on long crack propagation. A very exact measurement of crack extension is required, since small increments need to be depicted. Pre-cracking must leave a closure free initial crack, since closure must be build up only by the cyclic R-curve. The closure-free status is achieved by compression pre-cracking. The aim of the present study is an insight into the influence of an AM process on the short crack propagation threshold. Cyclic R-curves are experimentally determined at different load-ratios for 316L austenitic steel specimens produced by SLM and conventional manufacturing. Residual stresses are measured in the crack plane and their influence on the cyclic R-curve is discussed. T2 - ESIAM19 CY - Trondheim, Norway DA - 09.09.2019 KW - Fatigue crack growth KW - Additive Manufacturing KW - 316L KW - Cyclic R-curve KW - Laser Powder Bed Fusion KW - AM KW - L-PBF PY - 2019 SP - 1 EP - 8 AN - OPUS4-49416 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Spranger, Felix A1 - Schirdewahn, S. A1 - Kromm, Arne A1 - Merklein, M. A1 - Hilgenberg, Kai T1 - On the influence of tib2, tic and tin hard particles on the microstructure of localized laser dispersed aisi d2 tool steel surfaces N2 - The control of friction and wear is a major concern in many industrial applications. A promising method for a tailored surface modification is the so-called laser implantation technique. This method combines surface texturing and material optimization in one processing step by a localized dispersing of hard ceramic particles using pulsed laser radiation. Wear resistant, protruding micrometric features (implants) with defined geometry can be created in deterministic pattern where needed on highly stressed surfaces, i.e. on forming or cutting tools. However, in order to maintain the implants over the tool’s lifetime, a suitable selection of hard ceramic particles is a prerequisite. They must provide a defect-free Metal Matrix Composite with a high share of homogeneously distributed particles and especially a high implant hardness. In this study TiN, TiC and TiB2 hard particles were compared as implant materials for the first time. By a systematic variation of the pulse power and pulse duration, their dispersing behavior and influence on the material properties of AISI D2 tool steel was investigated. Although all powder materials had grain sizes smaller than 10 µm, it was possible to disperse them by pulsed laser radiation and to obtain defect-free protruding implants. The highest share of dispersed particles (~64 %) was observed for TiB2. By scanning electron microscopy and energy dispersive X-ray spectroscopy, it was also shown that a significant share of the pre-placed particles was dissolved by the laser beam and precipitated as nanometer sized particles within the matrix during solidification. These in-situ formed particles have a decisive influence on the material properties. While the TiN and TiC implants have shown maximum hardness values of 750 HV1 and 850 HV1, the TiB2 implants have shown the highest hardness values with more than 1600 HV1. By X-ray diffraction, it was possible to ascribe the lower hardness values of TiC and TiN implants to high amounts of retained austenite in the metal matrix. By implanting TiB2, the formation of retained austenite was successfully suppressed due to the in-situ formation of TiC particles, which was proven by electron backscatter diffraction. In conclusion, all the implant materials are basically suitable for laser implantation on AISI D2 tool steel. However, TiB2 has shown the most promising results. T2 - 38th International Congress on Applications of Lasers & Electro-Optics CY - Orlando, FL, USA DA - 07.10.2019 KW - Laser implantation KW - Surface texturing KW - AISI D2 KW - TiB2 PY - 2019 SN - 978-1-940168-1-42 SP - 1 EP - 10 AN - OPUS4-49317 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hemmleb, M. A1 - Bettge, Dirk ED - Petzow, G. T1 - In-situ Messung der 3D-Topografie von Bruchflächen im REM N2 - Die Abbildung von Bruchflächen im Rasterelektronenmikroskop (REM) liefert hochaufgelöste Bilddaten, die für die mikrofraktografische Bewertung von Bruchmechanismen unerlässlich sind. Die Ermittlung von Bruchmechanismen ist oft ein wichtiger Teil von Schadensanalysen zur Ermittlung der Bruchursache. Durch den Abbildungsprozess im REM gehen räumliche Informationen im Normalfall größtenteils verloren und können daher nicht zur Präzisierung des Bruchmechanismus herangezogen werden. Um räumliche Informationen von Probenoberflächen im REM zu erfassen, gibt es verschiedene Methoden. Die für die Ermittlung der 3D-Topografie bereits länger eingeführten Verfahren mittels Proben- oder Strahlkippung können die Berechnung des Oberflächenmodells erst nach der seriellen Aufnahme mehrerer Bilder vornehmen. Mit der Verwendung eines segmentierten Rückstreudetektors ist dagegen die Erzeugung eines 3D-Oberflächenmodells während der Bildaufnahme praktisch in Echtzeit möglich. Die Probentopografie wird gleichzeitig mit dem Bildeinzug dargestellt und gespeichert. T2 - Metallographietagung 2019 CY - Dresden, Germany DA - 18.09.2019 KW - Fraktografie KW - Schadensanalyse KW - Topografie KW - 3D KW - REM PY - 2019 SN - 978-3-88355-417-4 VL - 2019/53 SP - 175 EP - 180 PB - DGM AN - OPUS4-49332 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Artinov, Antoni A1 - Karkhin, V. A1 - Bachmann, Marcel A1 - Rethmeier, Michael T1 - Mathematical modeling of the geometrical differences between the weld end crater and the steady-state weld pool N2 - The geometrical characteristics of the weld end crater are commonly used for the validation of numerical results in welding simulation. A semi-analytical model calculating the cooling stage of the welding process after the moving energy source is turned off has been developed. A solution for various combinations of heat sources and workpieces has been found. The theoretical limits for the heat transfer of the absorbed energy during cooling in a thin plate and a semi-infinite body were studied. It is shown that after turning off the energy source, an additional melting of the base material in longitudinal direction may occur. The developed technique is applied to complete-penetration keyhole laser beam welding of a 2 mm thick austenitic chromium-nickel 316L steel plate at a welding speed of 20 mm/s and a laser power of 2.3 kW. The results show a theoretical increase of the weld end crater length in comparison to the length of the steady-state weld pool of up to 19 %. A shift of the centre of the end crater, in which the solidification of the liquid metal ends, towards the tail of the end crater relative to the axis of the heat source at the time of its termination, was computed. The speed and the direction of crystallization of the molten material in the weld pool and the end crater were found to be different. A good agreement between the computational results and the welding experiments was achieved. T2 - ICALEO 2019 - The International Congress on Applications of Lasers & Electro-Optics (Proceedings) CY - Orlando, FL USA DA - 07.10.2019 KW - Keyhole mode welding KW - Weld pool shape KW - End-crater KW - Heat conduction PY - 2019 UR - http://icaleo.conferencespot.org/2019-proceedings?qr=1 SN - 978-1-940168-1-42 SP - 1 EP - 8 AN - OPUS4-49344 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brunner-Schwer, C. ED - Graf, B. ED - Schreiber, F. ED - Rethmeier, Michael T1 - Highspeed-Plasma-Laser Cladding (HPLC) als hybrides Beschichtungsverfahren: Evaluierung des Einsatzpotentials für hohe Prozessgeschwindigkeiten N2 - Das Plasma-Pulver-Auftragschweißen ist ein Verfahren, dass hohe Auftragraten ermöglicht, jedoch auch eine erhöhte thermische Belastung des Bauteiles verursacht. Laser-Pulver- Auftragschweißen hingegen erreicht eine hohe Präzision und eine geringe Aufmischung, erfordert jedoch ein kostspieliges Hochleistungslasersystem und erreicht im Vergleich nur geringe Auftragraten, was zu hohen Verarbeitungskosten führt. Eine Kopplung von Laser- und Lichtbogenenergie in einer gemeinsamen Prozesszone zielt darauf ab, die jeweiligen Vorteile beider Technologien zu nutzen. Dies betrifft insbesondere die Effizienz der Wärmeausnutzung und der Nutzung des Zusatzwerkstoffs. Es wird ein Plasma-Laser-Hybrid-Prozess als Highspeed-Plasma-Laser-Cladding-Technologie (HPLC) für Beschichtungs- sowie Instandsetzungszwecke vorgestellt. Gezeigt werden Ergebnisse mit Prozessgeschwindigkeiten von 10 m/min bei Laserleistungen von 2 kW, dabei können Flächenraten von mehr als 1 m2/h erreicht werden. Effiziente Beschichtungen von großen Flächen, beispielsweise auf rotationssymmetrischen Bauteilen stellen ein relevantes Anwendungsfeld für diesen Technologieansatz dar. Die Nickelbasislegierung Inconel 625 wird als Korrosionsschutzwerkstoff eingesetzt. Im Rahmen der Verfahrensprüfung werden die hergestellten Beschichtungen einer EDX Messung unterzogen. Prozesscharakteristische Kenngrößen wie z.B. die Auftragrate werden vorgestellt und vor dem Hintergrund wirtschaftlicher Kennzahlen diskutiert. Zusätzlich werden die Aufmischung, Spurgeometrie und Wärmeeinflusszone der Spuren und Schichten ausgewertet. Im Vergleich zum Laser-Pulver-Auftragschweißen werden Spuren bei hohen Prozessgeschwindigkeiten mit einer hohen Auftragrate erzeugt. T2 - DVS Congress 2019 CY - Rostock, Germany DA - 16.09.2019 KW - Highspeed-plasma-laser-cladding KW - Korrosionsschutz KW - Laser KW - Plasma KW - Auftragschweißen PY - 2019 SP - n.b. AN - OPUS4-49364 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Voigt, Marieke A1 - von Werder, Julia A1 - Meng, Birgit ED - Caprai, V. ED - Brouwers, H. J. H. T1 - Investigation of the zonation of thermally treated ultra high performance concrete N2 - Ultra high performance concrete (UHPC) is characterised by its high compressive strength of more than 150 MPa and its high durability. Due to thermal treatment at 90°C a strength comparable to the 28-days-strength can be achieved immediately after the treatment and in some cases can be even further increased up to 30 %. The explanations for the increase in strength are the accelerated hydration of the clinker minerals and the intensified pozzolanic reaction contributing to a denser microstructure and hence, a high performance in compressive strength. Former research shows that thermal treatment can lead to inhomogeneities in form of a visible zonation within the cross-section. The width of the margin increases with shorter pre-storage time before the thermal treatment and with omitting protective measures against desiccation during the treatment. Specimens exhibiting a zonation typically show a lower compressive strength compared to the undisturbed reference whereas changes in chemistry, mineral content and microstructure were not reported in detail. In this study the zonation of thermally treated UHPC is investigated with respect to its chemistry, mineral composition and microstructure to allow predictions on durability and strength development. Measurements show a change in pore sizes, minerals phase composition and element distribution leading to the visible zonation and weaker bending tensile strength compared to the reference. T2 - 2nd International Conference of Sustainable Building Materials CY - Eindhoven, Netherlands DA - 12.08.2019 KW - UHPC KW - Thermal treatment KW - Zonation KW - Desiccation KW - Microstructure KW - Durability PY - 2019 VL - 2 SP - 185 EP - 193 AN - OPUS4-49479 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin A1 - Burkert, Andreas A1 - Heise, Svenja A1 - Heyn, A. T1 - Korrosionsuntersuchungen mit gelartigen Elektrolyten an Zink - Eine innovative Prüfmethodik N2 - Ein neuer Ansatz bei elektrochemischen Korrosionsuntersuchungen kann durch den Einsatz von gelartigen Elektrolyten als Alternative zu wässrigen Prüfelektrolyten beschritten werden. Gelartige Elektrolyte ermöglichen minimalinvasive Untersuchungen an natürlich gebildeten Zinkdeckschichten. Dadurch können korrosionsrelevante Kennwerte ermittelt werden, die Aussagen zur Deckschichtbildung und zur Stabilität von atmosphärisch gebildeten Deckschichten erlauben. In diesem Beitrag wird anhand verschiedener Untersuchungen an Reinzink der Mehrwert von gelartigen Elektrolyten für die Korrosionsforschung und -prüfung verdeutlicht. Darüber hinaus werden neue Erkenntnisse zur Deckschichtbildung von Zink unter atmosphärischen Bedingungen vorgestellt. T2 - GfKORR-Jahrestagung 2019 CY - Frankfurt a. M. DA - 12.11.2019 KW - Zink KW - Gelartige Elektrolyte KW - Korrosionsuntersuchungen KW - Deckschichtbildung PY - 2019 SN - 978-3-935406-71-0 SP - 53 EP - 64 AN - OPUS4-49642 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weise, Frank T1 - AKR an Betonfahrbahndecken - ausgewählte Einflussgrößen und neuartige AKR-Vermeidungsstrategie N2 - In den letzten Jahren sind im deutschen Bundesautobahnnetz vermehrt Schäden an vor 2005 hergestellten Betonfahrbahndecken aufgetreten, die mit einer Alkali-Kieselsäure-Reaktion (AKR) in Verbindung gebracht werden. Vor diesem Hintergrund werden in diesem Beitrag zunächst die Voraussetzungen und ausgewählte Einflussgrößen für eine schädigende AKR aufgezeigt. Besondere Aufmerksamkeit wird dabei der Rolle des Tausalzeintrags durch den Winterdienst bei Betonfahrbahndecken geschenkt. So wird mit Löseversuchen in 1 M KOH-Lösung zweier Gesteinskörnungen bei 80 °C gezeigt, dass mit zunehmender NaCI-Zugabe die Löslichkeit von SiÖ2 zunimmt und die von AI2O3 eine Verminderung erfährt. Basierend auf dem so exemplarisch erbrachten Nachweis für die Verstärkung der schädigenden AKR durch das Tausalz wird die Notwendigkeit und Richtigkeit der Durchführung von AKR-Betonversuchen mit Alkalizufuhr im ARS 04/2013 zur zukünftigen Vermeidung von AKR-Schäden an Betonfahrbahndecken im Rahmen von Neubau- und Erneuerungsmaßnahmen im Bundesfernstraßennetz belegt. Zusätzlich durchgeführte WS-Grundprüfungen nach dem ARS 04/2013 mit den beiden Gesteinskörnungen der Löse versuche veranschaulichen, dass die nach der Alkali- Richtlinie des DAfStb als unbedenklich eingestuften Gesteinskörnungen bei den Betonversuchen mit Alkalizufuhr durchaus als alkaliempfindlich bewertet werden können. Dies wiederum führt zu einer Verminderung der für den Betonstraßenbau verfügbaren Gesteinskörnungen. Vor diesem Hintergrund wird nach neuartigen AKR-Vermeidungsstrategien gesucht, die auch eine Verwendung der als grenzwertig alkaliempfindlich eingestuften Gesteinskörnungen erlaubt. Einen möglichen Lösungsansatz stellt in diesem Kontext die Innenhydrophobierung des Fahrbahndeckenbetons dar. Es soll so durch die Behinderung des Feuchte- und Tausalzeintrags in den Beton der AKR-Schädigungsprozess signifikant vermindert werden. Für die Bewertung der Leistungsfähigkeit der Innenhydrophobierung zur Vermeidung bzw. Verminderung einer schädigenden AKR in Betonfahrbahndecken wird zurzeit im Aufträge der BASt an der BAM ein Forschungsvorhaben bearbeitet. Im Rahmen dieses Beitrags werden erste Ergebnisse dieses Projekts vorgestellt. So wird exemplarisch an einem Oberbeton (D > 8)/Unterbeton und einem Oberbeton 0/8 mit einer alkaliempfindlichen Gesteinskörnung der Einfluss zweier Hydrophobierungsmittel auf die Frisch- und Festbetoneigenschaften ganzheitlich aufgezeigt und bewertet. Bei Letzteren stehen zunächst die mechanischen und hygrischen Parameter sowie der Frost-Tausalzwiderstand im Vordergrund. In einem weiteren Schritt wird der Einfluss beider Hydrophobierungsmittel auf die schädigende AKR mittels AKR-Betonversuchen mit Alkalizufuhr beleuchtet. Dabei gelangen ergänzend zur Beurteilung des Tausalzeintrags die Laser-Induced Breakdown Spectroscopy (LIBS) und zur Bewertung der Ausprägung der AKR und sekundären Ettringitbildung (SEB) die Dünnschliffmikroskopie zum Einsatz. T2 - 9. Betonfachtagung 2019 CY - Berlin, Germany DA - 12.11.2019 KW - AKR KW - Betonfahrbahn KW - Innenhydrophobierung KW - Tausalzeintrag KW - AKR-Betonversuche PY - 2019 SN - 978-3-7640-0633-4 SP - 159 EP - 176 AN - OPUS4-50056 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schnell, A. A1 - Rübner, Katrin A1 - Ihlenfeldt, Toni A1 - Vöge, M. T1 - Leichtgranulate aus heterogenen Bau- und Abbruchabfällen N2 - Mineralische Bauabfälle stellen in den Industrienationen den größten Abfallstrom dar. Allein in Deutschland fallen jährlich mehr als 50 Mio. Tonnen Bauschutt an, der hauptsächlich aus Beton- und Mauerwerkbruch besteht. Dabei nehmen die Verwertungs- und Recyclingquoten bei den bereits etablierten herkömmlichen Einsatzgebieten für aufbereitete Bau- und Abbruchabfälle mit zunehmender Heterogenität des Materials ab. Ein höherwertiges Recycling mit dem Ziel das aufbereitete Material beispielsweise in Betonprodukten einzusetzen erfolgt heute in Deutschland lediglich im Rahmen von Pilotprojekten. So können die groben Körnungen des Betonbruchs als rezyklierte Gesteinskörnung im Beton eingesetzt werden. Besonders eingeschränkte Verwertungsmöglichkeiten liegen für Mauerwerkbruch vor, einem Gemisch aus Beton, Ziegel, Kalksandstein, Porenbeton, Mörtel, Natursteinen und anderen mineralischen Bestandteilen. Die Ursache hierfür ist neben der heterogenen Zusammensetzung des Materials auch dessen feine Kornverteilung, die durch den bei der mechanischen Aufbereitung zwangsläufig anfallenden Feinkornanteil von 30 bis über 40 Prozent bedingt ist. Defizite in der Verwertung bestehen also besonders bei heterogenen feinkörnigen Gemischen. Hier müssen Ansätze gefunden werden, um eine hochwertige Wiederverwertung zu ermöglichen. Dafür ist eine möglichst gute Trennung der einzelnen Materialfraktionen ein bewährter Ansatz. Während Metalle mittels Band- und Wirbelstromabscheidern und leichte Fremdbestandteile über Windsichtung und Dichtesortierung ausgetragen werden können, ist eine Trennung der Materialien Ziegel, Mörtel und Beton, insbesondere für die feinen Fraktionen, derzeit technologisch und wirtschaftlich nicht umsetzbar. Ein rohstoffliches Recycling dieser heterogen zusammengesetzten Abfälle unter Nutzung ihrer chemisch-mineralogischen Zusammensetzung ohne eine vorherige Trennung in die einzelnen Materialfraktionen bietet sich als Alternative an. Ergebnisse zur Herstellung von Leichtgranulaten aus Mauerwerkbruch und Tonen in einem thermischen Prozess ähnlich der Blähtonherstellung wurden bereits mehrfach veröffentlicht. Diese Recycling-Granulate (RCG) könnten unter anderem als leichte Gesteinskörnung für Betone verwendet werden. T2 - 24. Tagung Siedlungsabfallwirtschaft Magdeburg CY - Magdeburg, Germany DA - 18.09.2019 KW - Leichte Gesteinskörnungen KW - Bau- und Abbruchabfälle KW - Mauerwerkbruch KW - Recycling PY - 2019 VL - 2019 SP - 89 EP - 94 PB - Otto-von-Guericke-Universität Magdeburg CY - Magdeburg AN - OPUS4-50189 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Habib, Abdel Karim A1 - Kluge, Martin T1 - Experimentelle Untersuchungen zu Schäden an Membranabdeckungen im Biogasbereich N2 - Bei Störfallauswirkungsbetrachtungen an Biogasanlagen muss das Versagen der Membranabdeckung des Fermenters untersucht werden. Hierbei sind insbesondere Risse in derselben hinsichtlich des austretenden Massenstromes an Biogas zu bewerten, ebenso wie der durch eine Zündung resultierende Flammenstrahl. Zurzeit existieren für Membranabdeckungen jedoch keine Erkenntnisse zu realistischen Ausflussziffern für die Massenstromberechnung. Im Leitfaden KAS-32 wird für Störfallauswirkungsbetrachtungen für die Berechnung des austretenden Massenstromes eine Ausflussziffer von 1 und eine „Leckfläche" von 0,6 m2 vorgegeben. Die Anwendbarkeit verfügbarer Modelle zur Berechnung des Flammenstrahls ist bisher ebenso ungeklärt. Um diese Fragestellungen zu untersuchen, wurden in der BAM Versuche zur Bestimmung der Ausflussziffer, sowie der Zündung des austretenden Gases an einem 80 m3 Sack zur Speicherung von Biogas durchgeführt, der aus demselben Material besteht wie die in Biogasanlagen verwendeten Membranabdeckungen. T2 - 14. Fachtagung Anlagen-, Arbeits- und Umweltsicherheit CY - Köthen, Germany DA - 07.11.2019 KW - Biogas KW - Ausflussziffer KW - Membranabdeckung PY - 2019 SN - 978-3-89746-220-5 VL - 2019 SP - 142 EP - 152 AN - OPUS4-50857 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bayane, I. A1 - Long, Lijia A1 - Thöns, Sebastian A1 - Brühwiler, E. T1 - Quantification of the conditional value of SHM data for the fatigue safety evaluation of a road viaduct N2 - Fatigue safety verification of existing bridges that uses ‘‘re-calculation’’ based on codes, usually results in insufficient fatigue safety, triggering invasive interventions. Instead of “re-calculation”, Structural Health Monitoring (SHM) should be used for the assessment of the existing bridges. Monitoring systems provide data that can reduce uncertainties associated with the fatigue loading process and the structural resistance. The objective of this paper is to quantify the value of the SHM system implemented in a 60-years-old road viaduct to investigate its fatigue safety, through modeling of the fundamental decisions of performing monitoring in conjunction with its expected utility. The quantification of the conditional value of information is based on the decision tree analysis that considers the structural reliability, various decision scenarios as well as the cost-benefit assessments. This leads to a quantitative decision basis for the owner about how much time and money can be saved while the viaduct fulfills its function reliably and respects the safety requirements. The originality of this paper stands in the application of the value of information theory to an existing viaduct considering the fatigue failure of the system based on the monitoring data and the cost-benefit of monitoring method. T2 - 13th International Conference on Applications of Statistics and Probability in Civil Engineering CY - Seoul, South Korea DA - 26.05.2019 KW - Fatigue safety KW - Value of information PY - 2019 SP - 275 EP - 288 CY - Seoul, South Korea AN - OPUS4-50809 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Automatically Welded Tubular X-Joints - Welding Procedure and Prediction of the Technical Fatigue Crack Location N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper ad-dresses the welding process of automated manufactured tubular X-joints. Additionally, fatigue tests of the automatically welded tubular joints are presented focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch con-sidering the structural stress approach as well as the notch stress ap-proach. T2 - 29th International Ocean and Polar Engineering Conference CY - Honolulu, Hawaii, USA DA - 16.06.2019 KW - Notch stress approach KW - Tubular X-joints KW - Automated manufacturing KW - Fatigue tests KW - Structural stress approach PY - 2019 SN - 978-1-880653-85-2 SP - 4098 EP - 4105 AN - OPUS4-51848 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Prediction of the Initial Fatigue Crack Location of Automatically Welded Tubular Joints for Jacket Support Structures N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints com-bined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatical-ly welded tubular X-joints focusing on the location of the technical fatigue crack. For this X-joint, the detect-ed location of the technical crack is then compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Additionally, the fatigue prone hot spot according to both approaches is compared for a typical offshore jacket double-K-joint to emphasize the significance of the presented outcomes for the existing offshore structures. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC) CY - Cape Town, SOUTH AFRICA DA - 02.09.2019 KW - Lightweight Design KW - Jacket Support Structures KW - Arc Welding Automation KW - Fatigue KW - Offshore Wind PY - 2019 SN - 978-1-138-38696-9 DO - https://doi.org/10.1201/9780429426506-100 VL - 2019 SP - 575 EP - 580 AN - OPUS4-51847 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schumacher, T. A1 - Murtuz, A. K. M. G. A1 - Hafiz, A. A1 - Dusicka, P. A1 - Niederleithinger, Ernst ED - Gabrijel, I. ED - Grosse, C. ED - Skazlić, M. T1 - Post-earthquake damage evaluation of concrete structures using ultrasonic monitoring: A proof-of concept laboratory study N2 - In earthquake-prone regions such as the Pacific Northwest, damage assessment tools are needed to enable safety evaluations to support recovery. Currently, damage assessment is performed primarily by visual inspection and is often impossible for structural members that are inaccessible, such as deep foundations or interior members hidden by cladding. This study explores the possibility of using embedded ultrasonic transducers to monitor reinforced concrete members for damage progression under earthquake loading. A novel methodology is proposed where changes in the member condition due to an increase in the earthquake-type loading of a full-scale column-foundation specimen are correlated with changes in the recorded ultrasonic waveforms. The discussed preliminary analysis of the ultrasonic signals is based on wave propagation velocity, changes in the coda wave portion, and maximum amplitude of the signals. Three embedded transducers were used to continuously monitor the laboratory specimen during destructive testing. This paper provides an overview of the proposed methodology, outlines the laboratory experiment, and discusses some preliminary observations. T2 - International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) CY - Rovinj, Croatia DA - 20.3.2019 KW - Concrete KW - Monitoring KW - Ultrasound KW - earthquake PY - 2019 SN - 978-2-35158-227-5 DO - https://doi.org/10.1007/978-3-031-07258-1_84 SP - 112 EP - 119 PB - RILEM Publications S.A.R.L. CY - Paris, France AN - OPUS4-47679 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Niederleithinger, Ernst ED - Gabrijel, Ivan ED - Grosse, Christian ED - Skazlić, Marijan T1 - Ultrasonic monitoring of structural concrete elements N2 - Ultrasonic transmission measurements are used to monitor concrete elements mostly on a laboratory scale since decades. Recently, coda wave interferometry, a technique adapted from seismology, has been introduced to civil engineering experiments. It can be used to reveal subtle changes in concrete samples and even large construction elements without having a transducer directly at the location where the change is taking place. The methodology works best with embedded transducers to avoid coupling issues or excessive environmental influence. These transducers can be used for newly built and existing structures. Recently, large concrete beams have been equipped with a network of transducers and loaded until failure. Using code wave interferometry, it was possible to visualize stress fields and damaged areas. This paper gives an overview of the state of the art, recent results achieved at BAM and a task list for further results and development. T2 - International Conference on Sustainable Materials, Systems and Structures (SMSS 2019) CY - Rovinj, Croatia DA - 20.3.2019 KW - Concrete KW - Ultrasound KW - Monitoring KW - coda wave interferometry PY - 2019 SN - 978-2-35158-227-5 SP - 1 EP - 11 PB - RILEM Publications S.A.R.L. CY - Paris, France AN - OPUS4-47677 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kurth, Lutz T1 - Determination of measures for a safe production depending on the hazardous properties of explosive substances (pyrotechnic compositions) N2 - During manufacturing and production processes of pyrotechnic compositions, semi-finished devices and regular pyrotechnic articles an inadvertent reaction or even explosion cannot be fully excluded. The optimization of the design of the involved single work processes can only reduce the risk of such a scenario. For doing so, one must consider the respective properties regarding thermal, mechanical, chemical and electrostatic sensitivities of the compositions being processed. One major key parameter in reducing the risks of such an event is to minimize the consequences, if the likelihood of this event cannot be further reduced. Minimizing the consequences in cases of unintended explosions during production processes comprises of construction measures regarding buildings (different walls, orientation etc.), increasing safety distances to other buildings, and lowering the maximum net explosive masses and the number of people per room or production process. Important criteria for defining and setting protection measures are the so-called ‘hazard groups’ (in German ‘Gefahrgruppen’), net explosive masses and the main impacts or hazards (such as blast pressure, heat/radiation and debris). This paper aims at presenting some approaches used in Germany to minimize the impacts of possible reactions or inadvertent explosions during production processes of pyrotechnic compositions and articles in work spaces. This includes also the determination of safety distances and discussions on reducing thermal impacts. T2 - 17th International Symposium on Fireworks CY - Puerto Vallarta, Mexico DA - 06.05.2019 KW - Hazard group KW - Explosions KW - Manufacturing KW - Pyrotechnic KW - Safety PY - 2019 SN - 978-1-988778-05-1 VL - 2019 SP - 202 EP - 216 AN - OPUS4-48032 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kurth, Lutz T1 - The assessment of the dangerous characteristics of pyrotechnic Composition and articles (for safe production) N2 - To minimize hazards during manufacturing and production processes of pyrotechnic compositions, semifinished and regular pyrotechnic articles, related properties of the pyrotechnic compositions must be determined and assessed with focus on those parameters that influence the exothermic reactions and explosion phenomena. Estimated impacts of these reactions as well as the sensitivities towards Initiation by thermal, mechanical or electrostatic stresses are relevant for this assessment. Since the 50s of the last century so-called ‘Hazard Groups’(in German ‘Gefahrgruppen’) of pyrotechnic compositions were defined, to assess these properties which aim was to set appropriate safety measures for production purposes. This system of Hazard Groups is currently under review to determine if they are still relevant with the latest composition developments in this field and still represent the state of the art. Several necessary changes and new approaches have already been identified. The new system will contain the following Hazard Groups, all with associated protection measures: 1.1 (and further sub-groups 1.1-1, 1.1-2 and 1.1-3), 1.2, 1.3 and 1.4. This structure is aligned to the international principles for the classification of such substances according to the TDG and GHS regulations. New or updated test and assessment criteria for these (sub-) groups are under development, and comprise of aspects such as sensitivity towards friction, impact, temperature and explosion effects. This paper aims at giving an overview of this system of hazard Groups in Germany to optimize production safety including pyrotechnic compositions. An overview of this system is given along with example cases for testing and assessment, including a short differentiation of the energetic processes during the reactions. T2 - 17th International Symposium on Fireworks CY - Puerto Vallarta, Mexico DA - 06.05.2019 KW - Sensitivities KW - Pyrotechnic KW - Assessment KW - Explosion phenomena PY - 2019 SN - 978-1-988778-05-1 VL - 2019 SP - 217 EP - 228 AN - OPUS4-48035 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schreier, Andy A1 - Liehr, Sascha A1 - Wosniok, Aleksander A1 - Krebber, Katerina T1 - Comparison of solution approaches for distributed humidity sensing in perfuorinated graded-index polymer optical fibers N2 - We compare four different sensing solutions suitable for distributed fiber optic humidity sensing in per uorinated graded-index polymer optical fibers (PFGI-POFs). Compared to silica fbers, polymer optical fibers over advantageous beneffits including signifficantly higher break down strain, fracture toughness and humidity sensitivity. Various humidity-related effects in PFGI-POFs have been reported in the last years including measured attenuation and length changes as well as Brillouin frequency and Bragg wavelength shifts. The four aforementioned methods could serve as a basis for distributed and quasi-distributed humidity sensing and are described here closely with an emphasis on plausible cross effects to temperature and strain. The main focus of this paper lies on the comparison of four approaches with regard to method complexity, sensitivity to humidity, spatial resolution, real-time capability and effort to compensate for cross effects. T2 - SPIE Optics + Optoelectronics CY - Prague, Czech Republic DA - 01.04.2019 KW - Distributed sensing KW - Humidity KW - Polymer optical fibre PY - 2019 SN - 978-1-5106-2723-9 DO - https://doi.org/10.1117/12.2522307 SN - 0277-786X SN - 1996-756X SP - 1102808-1 EP - 1102808-9 PB - SPIE AN - OPUS4-47844 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Otremba, Frank A1 - Romero-Navarrete, José A. T1 - Experimental modeling of railway car wheel-forces during turning N2 - An experimental testing rig has been proposed to study the dynamic interaction between a liquid cargo and the carrying vehicle during turning maneuvers. The basic operational principle of the testing rig consists in simulating the lateral accelerations associated to turning maneuvers through the use of a tilt table. While the experimental capabilities of the testing rig include the analysis of the effects of the cars on the whole transport infrastructure, including sleepers and ballast, a first use of the rig considered the effect of sloshing cargo on the level of dynamic forces transmitted to the rails. Such test was used to validate a simplified theoretical approach consisting of a two degree-of-freedom double pendulum mechanical system, where a simple pendulum, representing the sloshing cargo, is articulated to the spring-supported vehicle chassis, which is modelled as an inverted torsional pendulum. While the theoretical results exhibit a high correlation with the experimental data, the main discrepancy between both outputs, relates with the frequency of the residual vibration, once the lateral acceleration input is ceased. Such difference in frequency, would imply an underestimation of the number of loading cycles to which the infrastructure is subjected. On the other hand, the peak values are within acceptable difference levels. T2 - IEEE/ASME Joint Rail Conference CY - Snowbird, Utah, USA DA - 09.04.2019 KW - Railway KW - Wheel-forces KW - Turning PY - 2019 SP - 1 EP - 8 PB - ASME AN - OPUS4-47880 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Küttenbaum, Stefan A1 - Maack, Stefan A1 - Taffe, A. A1 - Braml, T. T1 - Non-destructive testing in civil engineering: A valuable source of information for reliability assessments N2 - The reassessment of bridges is becoming increasingly important. The basic requirement for analyses of structural safety is reliable knowledge about individual structures. This paper introduces the new approach to evaluate the quality of measured data gained from non-destructive testing (NDT) to provide reliable, objective, and relevant information about existing bridges. The purpose is to relate this validated knowledge to probabilistic analyses. Bridging the gap between NDT and numerical reassessments indicates reduced numerical uncertainties and residual service time extensions. This paper deals with an application of this approach using measurement data collected by ultrasonic technique at a prestressed concrete bridge. T2 - IABSE Symposium 2019 CY - Guimarães, Portugal DA - 27.03.2019 KW - NDT KW - Measurement KW - Structural safety KW - Uncertainty KW - Existing bridges PY - 2019 SN - 978-3-85748-163-5 VL - 112 SP - 1132 EP - 1139 PB - IABSE (International Association for Bridge and Structural Engineering) CY - Zurich, Switzerland AN - OPUS4-47815 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Vehicle-track-soil interaction and train-induced ground vibration – Theory and measurements in Germany, Switzerland and France N2 - Three measurement campaigns of train-induced ground vibrations are evaluated for the vehicle-track-soil interaction. Ground vibrations, track vibrations and vehicle vibrations have been measured for train passages and impulse excitation and compared with theoretical results. The soil and the track-soil system are calculated by wavenumber integrals. The influence of the vehicle is introduced by a substructure method. By comparing theory and measurement the different components of excitation force and ground vibration can be analysed, the quasi-static excitation, track-alignment errors, the out-of-roundness of wheels, the wheel and rail roughness, and moreover, scattered axle impulses and ineffective high-frequency parts of the wheelset accelerations and forces. T2 - Recent Advance in Structural Dynamics CY - Lyon, France DA - 15.04.2019 KW - Vehicle-track-soil interaction KW - Train-induced ground vibration KW - Vibration measurements PY - 2019 SP - 810 EP - 821 PB - University of Southampton CY - Southampton AN - OPUS4-47892 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Vahlsing, Thorsten A1 - Raum, Hanne A1 - Casperson, Ralf A1 - Pohl, Rainer A1 - Heckel, Thomas A1 - Beilken, D. A1 - Dilz, K. A1 - Rühe, S. T1 - FE-simulation of eddy current signals produced from basic model cracks for running surface rail defects N2 - Non-destructive testing for surface crack detection and head check depth quantification at the gauge corner of railway tracks can be achieved using eddy current methods. With the extension of the tested zone to the running surface, rail defect signal types other than head checks can be measured. Due to their mostly irregular shape, a quantitation based on a calibration against regular test cracks of varying depth may not be linear. Estimates of the expected influence of more complex crack patterns may be obtained by a finite element simulation of sufficiently simple limiting cases, like two displaced or intersecting cracks or a simply branched or flexed crack. As a first step, a 3D finite element model of the HC10 eddy current probe distributed by Prüftechnik Linke und Rühe (PLR), Germany was built and verified against measured results from an (easily fabricated) reference block with isolated long cracks. T2 - 15th Railway Engineering Conference CY - Edinburgh, UK DA - 03.07.2019 KW - Finite element analysis KW - Eddy current testing KW - Rail inspection PY - 2019 SP - 1 EP - 11 AN - OPUS4-48529 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz A1 - Said, Samir T1 - Measurement of slab track behaviour at different sites N2 - Measured train passages and hammer impacts in combination with track-soil calculation have been successfully used for the detection of damaged slab tracks. This approach is now extended to intact slab and ballast tracks. The vibrations of many tracks have been measured at several levels from rail, sleeper, track plate, base plate, base layer to the subsoil by velocity or acceleration sensors. The time histories have to be integrated once or twice to get the displacements. The displacement signals include an arbitrary time-dependent shift which must be eliminated or respected in the interpretation. On the other hand, the calculation of slab and ballast tracks have been done in frequency-wavenumber domain. The displacements along the track and the frequency-dependent compliance transfer functions can be calculated. The latter can be compared with the results of the hammer impacts on the track. The deformation of the track can be transformed to time histories for a whole train and compared to the measured train passages. Many slab (and ballast) tracks have been measured at different sites. The displacements of the tracks are presented, and the following parameters have been analysed in the measurement results: slab track vs. ballast track, different types of slab tracks, damaged slab tracks, different trains, switches at different measuring points, an elastic layer, the mortar layer, different soils at different places. The soil should have the dominant influence on the track-plate displacements. Slab and ballast track yield also big differences in maximum displacement and width of deformation. Some of the preceding aspects will be analysed in comparison of measurement and theory. T2 - 26th International Congress on Sound and Vibration (ICSV26) CY - Montreal, Canada DA - 07.07.2019 KW - Displacements KW - Slab track KW - Train passage KW - Hammer impact KW - Vibration measurements PY - 2019 SN - 978-1-9991810-0-0 SN - 2329-3675 SP - T15RS01_316_1 EP - T15RS01_316_8 PB - Canadian Acoustical Association CY - Montreal, Kanad AN - OPUS4-48498 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Al-Neshawy, F. A1 - Ferreira, M. A1 - Bohner, E. A1 - Ojala, T. A1 - Sjöblom, V. A1 - Niederleithinger, Ernst A1 - Effner, Ute A1 - Puttonen, J. T1 - Design, Construction and NDT of a Mock-up for Reinforced Concrete Walls in NPP N2 - Construction methods, environmental stressors, and aging factors are the main causes for defects of reinforced concrete in nuclear power plants (NPP). These defects are typically occurred as corrosion of reinforcement steel, delamination, cracks, malfunction of post-tensioning or steel composite systems etc. Some of the challenges for assessing the performance of these structures by nondestructive testing methods (NDT) are that the assessment could be performed only during the annual overhauls when testing is time-limited and uncertainty of the accuracy and reliability of the available NDT testing devices combined with the lack of the international uniformity of the methods used for NDT tests. To overcome these challenges, a mock-up wall representing a section of the concrete containment of the NPP was built. The mock-up wall included simulated defects, which mimic the most common types of defects in NPP concrete structures such as dimensional errors, honeycombing, delamination, defects adjacent to the steel liner and voids in grouted tendon ducts for the post-tensioned structures. This paper introduces the design and construction of the wall including the concrete properties, reinforcement, tendon ducts and the types of the simulated defects. The paper also introduces the NDT methods and techniques that are suitable for assessing the condition of the mock-up wall under the real environmental conditions. These techniques include mechanical methods as rebound hammer, ultrasonic and electromagnetic methods. This mock-up wall will enable to investigate reliably available NDT methods and experts’ skills providing also an important and very much need educational platform for future NDE experts. T2 - SMIRT-25 CY - Charlotte, NC, USA DA - 04.08.2019 KW - NDE KW - Defects KW - Thick-walled KW - Concrete KW - Deterioration KW - Steel liner PY - 2019 SP - 1 EP - 12 AN - OPUS4-48965 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weber, Mike A1 - Ballheimer, Viktor A1 - Wille, Frank A1 - Zencker, Uwe T1 - Numerical approach to determine a package dependent bar length for the iaea pin drop test N2 - The Federal Institute for Materials Research and Testing (BAM) is assessing the mechanical and thermal safety performance of packages for the transport of radioactive materials. Drop testing and numerical calculations are usually part of the safety case concepts, where BAM is performing the regulatory tests at their own test facility site. Among other mechanical tests the 1 meter drop onto a steel puncture bar shall be considered for accident safe packages. According to the IAEA regulations “the bar shall be of solid mild steel of circular section, 15.0 ± 0.5 cm in diameter and 20 cm long, unless a longer bar would cause greater damage…”. Particularly with regard to the German transport- and storage cask designs, often made from ductile cast iron, an accurate determination of the puncture bar length to guarantee a load impact covering the worst case scenario can be imperative. If the fracture mechanical proof for the cask material shall be provided by a test, small deviations in the concentrated load applied can be decisive for the question if the cask fails or not. The most damaging puncture bar length can be estimated by iterative procedure in numerical simulations. On the one hand, a sufficient puncture bar length shall guarantee that shock absorbers or other attachments do not prevent or reduce the local load application to the package, on the other hand, a longer and thus less stiff bar causes a smaller maximum contact force. The contrary influence of increasing puncture bar length and increasing effective drop height shall be taken into account if a shock absorber is directly placed in the target area. The paper presents a numerical approach to identify the bar length that causes maximum damage to the package. Using the example of two typical package masses the sensitivity of contact forces and puncture bar deformations to the initial length are calculated and assessed with regard to the international IAEA package safety requirements. T2 - PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - IAEA KW - 1-m-punch-bar-drop-test KW - Numerical approach KW - Bar length KW - Finite element analysis PY - 2019 UR - https://www.inmm.org/INMM-Resources/Proceedings-Presentations/PATRAM-Proceedings.aspx SP - 1 EP - 10 AN - OPUS4-49016 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rolle, Annette A1 - Ballheimer, Viktor A1 - Neumeyer, Tino A1 - Wille, Frank T1 - Application of leakage rates measured on scaled cask or component models to the package containment safety assessment N2 - The containment systems of transport and storage casks for spent fuel and highlevelradioactive waste usually include bolted lids with metallic or elastomeric seals. The mechanical and thermal loadings associated with the routine, normal and accident conditions of transport can have a significant effect on the leak tightness of such containment system. Scaled cask models are often used for providing the required mechanical and thermal tests series.Leak tests have been conducted on those models. It is also common practice to use scaled component tests to investigate the influence of deformations or displacements of the lids and the seals on the standard leakage rate as well as to study the temperature and time depending alteration of the seals. In this paper questions of the transferability of scaled test results to the full size design of the containment system will be discussed. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Leakage rate KW - Transport packages KW - Seals KW - Radioaktive PY - 2019 SP - Paper 1147, 1 AN - OPUS4-49053 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Komann, Steffen A1 - Ballheimer, Viktor A1 - Quercetti, Thomas A1 - Scheidemann, Robert A1 - Wille, Frank T1 - Design assessment by bam of a new package design for the transport of snf from a german research reactor N2 - For disposal of the German research reactor of the Technical University Munich FRM II a new transport and storage cask design was under approval assessment by the German authorities. The Bundesanstalt für Materialforschung und -prüfung (BAM) assessed the mechanical and thermal package safety and performed drop tests. The activity release approaches and subjects of quality assurance and surveillance for manufacturing and operation of the package were assessed by BAM as well. The cask body is made of ductile cast iron and closed by two bolted lid systems with metal seals. The material of the lids is stainless steel. On each end of the cask a wood-filled impact limiter is installed to reduce impact loads to the cask under drop test conditions. In the cavity of the cask a basket for five spent fuel assemblies is arranged. For the safety case a combination of experimental testing and analytical/numerical calculations were applied. In total, four drop tests were carried out at the BAM large drop test facility. Two tests were carried out as a full IAEA drop test sequence consisting of a 9m drop test onto an unyielding target and a 1m puncture bar drop test. The other two drop test were performed as single 9m drop tests and completed by additional analyses for considering the effects of an IAEA drop test sequence. The main objectives of the drop tests were the investigation of the integrity of the package and its safety against release of radioactive material as well as the test of the fastening system of the impact limiters. Furthermore, the acceleration and strain signals measured during the tests were used for the verification of Finite-Element-Analysis (FEA) used for the safety analysis of the package design. The finite-element models incorporated in the package design safety report include the cask body, the lid system, the inventory and the impact limiters with the fastening system. In this context special attention was paid to the modeling of the encapsulated wood-filled impact limiters. Additional calculations using the verified numerical models were done by the applicant and assessed by BAM to investigate e.g. the brittle fracture of the cask body made of ductile cask iron within the package design approval procedure. This paper describes the package design assessment from the view of the competent authority BAM including the applied assessment strategy, the conducted drop tests and the additional calculations by using numerical and analytical methods. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Numerical modelling KW - Drop test KW - Assessment method KW - Ductile cast iron KW - Package design KW - Experimental testing PY - 2019 SP - Paper 1176, 1 AN - OPUS4-49054 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auster, Jürgen A1 - Müller, Karsten A1 - Gründer, K.-P. T1 - Dynamic impact tests on materials & components of RAM packages - Advanced experimental and measurement methods N2 - In accident scenarios of transport packages or hypothetical crashes of containers in a storage facility or repository, the materials resistance against dynamic failure of the involved components is a deciding factor for package and container integrity during the handling, transport and storage for each type of radioactive material. For example, different dynamic impact tests on containers and components like lid sealing systems and specimens made of ductile cast iron and shock-absorbing materials are carried out by BAM. In order to perform dynamic impact tests with packages and its parts BAM operates two free-fall drop test facilities with maximum capacities of 200 t and 55 t, and a test bench for guided drop tests. This latter drop test machine enables a clearly specified component loading by a precisely positioned test object or drop weight and has been used recently for numerous investigations. The paper gives an overview of the wide range of experimental testing methods carried out within guided Impact and bending tests. Examples of methodological challenges are presented, especially such experimental analysis of dynamic impact conditions. In addition to known applied methods of dynamic, non-contact displacement measurements like high-speed 3-D surface deformation a recently patented 2-D tracking method is presented. By means of in-situ determination of fracture parameters with relevance to the materials stress intensity factor, the method has been successfully applied for a typical specimen geometry. Also shown are the possibility of detecting in-situ He-leakage rates on laterally impact loaded lid sealing systems as well as a method of acceleration sensor-temperature control under test conditions in the low temperature range. T2 - 18th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Dynamic impact tests KW - Materials KW - RAM packages KW - Advanced experimental KW - Measurement methods PY - 2019 SP - Paper 1374, 1 EP - 10 AN - OPUS4-49067 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Martin A1 - Schilling, O. A1 - Kuschke, Christian A1 - Darnstädt, A. A1 - Schubert, Sven A1 - Günther, U. A1 - Wille, Frank T1 - Requirements for management systems for manufacturing of transport packages: the new revision of BAM-GGR 011 guideline N2 - In accordance with IAEA SSR-6 para 306 a management system shall be established and implemented to ensure compliance with the relevant provisions of the IAEA regulations. BAM has issued an update of the guideline: the BAM-GGR 011. The new revision describes necessary quality assurance measures for design, manufacture, testing, documentation, use, maintenance and inspection of packagings for package designs requiring competent authority approval for the transport of radioactive material. The measures can be categorised as system-related and design-related. They are independently approved and monitored by the German competent authority BAM and its authorised expert (BAM/T). The qualification of the organisation applying for the design approval certificate is reviewed in the context of the design approval procedure. The quality assurance measures for manufacture consist of three main steps. Pre-assessment of manufacturing documents such as quality plans, specifications etc., Manufacturing inspections according the pre-assessed documents and inspection before commissioning including documentation review. Periodic inspections during operation as well as relevant specifications for use and maintenance ensure that the properties specified in the approval certificate are preserved over the package life time. Special provisions for the return on experience regarding operational feedback for design, manufacture, use, maintenance and inspection are given. Special focus shall be given here to the rearranged and meanwhile established system of manufacturing inspections. This includes more transparent roles for a) the Producers authorised inspection 11282 representative, b) the independent inspection expert (S), acting on behalf of the manufacturer with acceptance of BAM, and c) BAM or its authorised expert (BAM/T). Additional attention shall be drawn to the management of deviations during manufacturing and provisions for maintenance and periodic inspections. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Quality assurance KW - Transport KW - Manufacturing KW - Surveillance KW - Radioactive material PY - 2019 SP - Paper 1128, 1 AN - OPUS4-49059 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Karsten A1 - Quercetti, Thomas A1 - Borch, Jörg-Peter T1 - Fire tests of RAM packages and containers under high thermal load N2 - Fire testing is an essential part of the hypothetical, cumulative mechanical and thermal test conditions that shall guarantee package safety in severe accidents. Within regulatory approval of transport or storage packages for radioactive material, specific thermal load tests are required in accordance to licensing conditions and international standards, respectively. The specifications of these thermal tests are based on test conditions with equivalent heat input to that of a hydrocarbon fuel fire. In the past, light heating oil, diesel or kerosene was mostly used as the fuel to generate the pool fire. In accordance with IAEA regulations for a fire in an accident, the temperature of 800 °C over a period of 30 minutes must be fulfilled. Furthermore, the delivery acceptance criteria for containers in nuclear waste repositories could reach for example average temperatures of 800 °C during a period of one hour in combination with defined requirements on activity release. BAM as a scientific and technical German federal government institute operates an open air Technical Safety Test Site for experimental investigations of dangerous good and its containment. In this areal a large fire test facility is under operation. Liquid Propane is utilized as fuel which is pumped via pipelines from a central storage tank to the fire exposed test facility areas. In the ring burner system, the gas is released from nozzles, and ignited by ignition burners. The paper includes examples of fire test performance with prototypes of a transport package and a storage container, respectively. In preparation of the thermal load, calorimeter tests have been performed using test specimens of appropriate size and behavior. For the fire test scenario is demonstrated that the IAEA thermal test requirements are fulfilled. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - IAEA Thermal Test KW - Thermal package testing KW - Transport package KW - Container for radioactive waste PY - 2019 SP - Paper 1298, 1 EP - 6 AN - OPUS4-49093 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wille, Frank A1 - Ballheimer, Viktor A1 - Apel, Andreas A1 - Kuschke, Christian A1 - Moutarde, M. A1 - Desnoyers, B. A1 - Kalinina, E. A1 - Ammerman, D. T1 - ISO-Standard and IAEA guidance material for package load attachment Points - Current approaches and developments N2 - For transport package design and operation according to the IAEA regulations, the package shall be securely stowed and its retention system shall be capable to withstand load conditions of routine transport. The supporting IAEA Advisory Material SSG-26 provides information how to do that. Up to now package designers in different countries use other load factors for the design of attachment points than those specified in the IAEA guidance material. In particular the acceleration values vary between different countries and lead to difficulties during the validation of foreign approval certificates. Therefore the IAEA started a discussion process to review the existing guidance text. An international working group was constituted in 2013. Representatives came from different stakeholders, e.g. transport operators, competent authorities and modal organizations. The discussions concluded especially on the transport conditions which has to be considered for stowage design, including on the one hand the relevance of the load factors used for strength and fatigue analysis and on the other hand the criteria which have to be considered for the attachment points. The proposed acceleration values will be compared to those measured during recent multi-modal testing by Sandia National Laboratories that measured the acceleration levels experienced by a spent fuel flask during heavy-haul truck, sea, and rail transport. The ISO standard 10276 is dealing with the load attachment systems of packages as well. This standard considers the trunnion design, manufacturing and operational aspects. The regular standard revision phase started in 2017. An expert group discussed new state-of-the-art technology, different analysis approaches for strength and fatigue analysis and proposed revised text for the ISO standard for international discussion. The finite-element analysis approach incl. appropriate acceptance criteria are described and referenced. The paper describes relevant tie-down aspects, gives background argumentation relevant to analysis approaches, and tries to support harmonized application of the revised IAEA guidance material and the future revised ISO standard. T2 - 19th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Load attachment KW - Stowage KW - Trunnion KW - Bolt design KW - Retention KW - Acceleration KW - Transport KW - Load cycles PY - 2019 SP - Paper 1130, 1 EP - 10 AN - OPUS4-49095 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -