TY - JOUR A1 - Yusenko, Kirill A1 - Domonov, D. A1 - Pechenyuk, S. A1 - Belyevskii, A. T1 - Formation of Nanostructured Carbon from [Ni(NH3)6]3[Fe(CN)6]2 N2 - The products of thermal decomposition in an argon atmosphere of [Ni(NH3)6]3[Fe(CN)6]2 as a precursor has been studied. Decomposition products were studied up to 800◦C. Above 600◦C, all coordination bonds in the residues are broken with a formation of Ni3Fe, Fe, and free carbon with a small admixture of nitrogen. Elementary carbon can be easily separated from metals by treatment with a water solution of hydrochloric acid. Only carbon is responsible for the specific surface of the composite products. The released carbon has a high degree of graphitization and begins to oxidize in air above 500°C and is completely oxidized above 700°C. KW - Carbon materials KW - Double complex compound KW - Thermal decomposition PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-508188 DO - https://doi.org/10.3390/nano10020389 VL - 10 IS - 2 SP - 389 PB - MDPI CY - Basel AN - OPUS4-50818 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 50, Heft 4 T3 - Amts- und Mitteilungsblatt der BAM - 4/2020 KW - Gefahrgutregeln KW - Anerkennungen KW - Zulassungen KW - Richtlinien KW - Festlegungen PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-527351 SN - 0340-7551 VL - 50 IS - 4 SP - 451 EP - 474 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-52735 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruschwitz, Sabine T1 - How NDT and AI support Reincarnate N2 - Der Vortrag gibt eine Übersicht über aktuelle zerstörungsfreie Prüfmethoden, die verwendet werden können, um eine Zustandsbewertung von Bauteilen im Bestand vorzunehmen und mögliche Wiederverwendungsstrategien zu entwickeln. Ebenfalls zeigt der Vortrag, welche Möglichkeiten es gibt, künstliche Intelligenzmethoden zu verwenden, um aus recykelten Materialien wieder hochwertige, neue Baustoffe zu entwickeln. T2 - Stammtisch Nachhaltiges Bauen CY - Berlin, Germany DA - 23.05.2023 KW - Recycling KW - Zerstörungsfreie Prüfung KW - Kreislaufwirtschaft KW - Bauteile KW - Künstliche Intelligenz PY - 2023 AN - OPUS4-57710 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 51, Heft 2 T3 - Amts- und Mitteilungsblatt der BAM - 2/2021 KW - Anerkennungen KW - Zulassungen KW - Gefahrgutregeln KW - Festlegungen KW - Richtlinien KW - Gebührenverordnung KW - Preis- Leistungsverzeichnis PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-529061 SN - 0340-7551 VL - 51 IS - 2 SP - 71 EP - 110 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-52906 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin T1 - Neue Erkenntnisse zur Deckschichtbildung von Zink an der Atmosphäre N2 - Die Untersuchungen und Ausführungen im Vortrag belegen, dass verfügbare Modellvorstellungen zur Beschreibung der Deckschichtbildung und Korrosion von Zink unter aktuellen atmosphärischen Bedingungen in Europa nicht mehr gültig sind und neu bewertet werden müssen. So können beispielsweise bisher verfügbare Prognosemodelle den Korrosionsfortschritt nicht mehr ausreichend beschreiben, da durch die Verringerung des Schwefeldioxidgehaltes der Luft veränderte Mechanismen vorliegen. T2 - Sitzung des GfKORR Arbeitskreises „Zink und Zinküberzügel“ CY - Online meeting DA - 28.09.2021 KW - Atmosphärische Korrosion KW - Deckschichtbildung KW - Gelartige Elektrolyte KW - Zink PY - 2021 AN - OPUS4-53410 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schartel, Bernhard T1 - Weathering resistance of halogen-free flame retardancy in thermoplastics N2 - Weathering resistance of halogen-free flame retardancy in thermoplastics - Durability of fire retardancy - Impact of different exposure condition - Degradation with respect to different fire tests T2 - 17th SKZ Conference on Trends in Fire Safety and Innovative Flame Retardants for Plastics CY - Online Meeting DA - 18.05.2021 KW - Durability KW - Flame retardant KW - Aluminum hydroxide (ATH) KW - Weathering KW - Cable KW - TPU KW - EVA KW - Polyamide 6.6 KW - Aluminium diethylphosphinate PY - 2021 AN - OPUS4-52680 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Simon, Franz-Georg T1 - Beschleunigte Alterung von Geotextilien zur Ermittlung von Materialeigenschaften N2 - Geokunststoffe werden im Wasserbau häufig eingesetzt, beispielsweise bei Maßnahmen für den Küstenschutz oder in Ballastschichten für Windenergieanlagen. Eine zunehmende Anwendung von Geokunststoffen wird aufgrund der Ausweitung der Offshore-Windenergieerzeugung und des Schutzes auf steigende Wasserspiegel und extremere Wetterbedingungen infolge des Klimawandels beobachtet. Die Anwendung von Geokunststoffen in Wasserbauprojekten bietet zwar verschiedene wirtschaftliche und technische Vorteile, wurde jedoch kürzlich in Frage gestellt, da sich diese Materialien während ihrer Lebensdauer verschlechtern und langfristig gefährliche Auswirkungen auf die aquatische Umwelt haben können, insbesondere als Ursprung von Kunststoffabfällen oder als Quelle / Senke für Chemikalien wie Weichmacher und Stabilisatoren, die bei der Herstellung von Geokunststoffen verwendet werden, um deren Leistung zu verbessern. Der Vortrag geht auf diese Bedenken ein. T2 - Geotextilien im Wasserbau CY - Online Meeting DA - 14.04.2021 KW - Wasserbau KW - Geotextilien KW - Beschleunigte Alterung PY - 2021 AN - OPUS4-52434 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Tian, H. T1 - Composition and microstructure stability of cement compound under cyclic hydrothermal condition N2 - There have been many researches focused on the performance improvement of ultra-high performance concrete (UHPC) by autoclaving treatment. The goal of autoclaving is to increase the pozzolanic reaction, and to densify the cement stone and the transition zone which originates from the incorporation of supplementary cementitious materials (SCMs), such as silica fume, fly ash and blast furnace slag. Due to the superior properties, UHPC can also be utilized under high mechanical load and aggressive condition, for example, the fabrication of water tanks for thermal storage which is of great significance for saving energy and reducing CO2 emission. It is known that mineral stability of the hydration products of an inorganic binder is highly related to the temperature and pressure of the environment. A certain stable composition at room temperature, however, may undergo a phase transformation at high temperature and the performance decrease under this severe condition will generally be more severe. In this way, the rationale behind this deterioration under long-term hydrothermal condition involving many cycles and long duration has to be clarified, and then appropriate optimizing methods will be performed in order to obtain a kind of construction with high durability under aggressive environment. For this purpose, different types and amounts of SCMs are introduced into the standard mixture of UHPC and the phase compositions after autoclaving at 200 °C and 15.5 bar are determined by combined X-ray diffraction and scanning electron microscope. Mercury intrusion porosimeter is used to characterise the microstructure of the samples. In order to establish the relationship between microstructure and macroscopic properties, compressive and flexural strength are also investigated. T2 - HiPerMat 2020 CY - Kassel, Germany DA - 11.03.2020 KW - Hydrothermal treatment KW - UHPC KW - Composition PY - 2020 AN - OPUS4-52377 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin T1 - Prozess- und materialbedingte Ursachen für Korrosionserscheinungen an nichtrostenden Stählen N2 - Der Vortrag beleuchtet prozess- und materialbedingte Ursachen für Korrosionserscheinungen an nichtrostenden Stählen. Der Fokus liegt auf dem Einfluss von Schleifprozessen. Es werden Maßnahmen erläutert, um die Korrosionsbeständigkeit der Oberfläche zu verbessern. T2 - 3M Webinar „Schleiftechnologien zur Korrosionsvermeidung und Produktivitätssteigerung“ CY - Online meeting DA - 25.03.2021 KW - Nichtrostender Stahl KW - Korrosion KW - Schleifprozesse PY - 2021 AN - OPUS4-52360 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin T1 - Process- and material-related causes for corrosion defects on stainless steels N2 - The presentation provides information on process- and material-related causes for corrosion on stainless steels. The influence of surface grinding is discussed. Methods for enhancing the corrosion resistance of stainless steels are shown. T2 - 3M Webinar “Technologies, Tools & Tips to avoid corrosion on Stainless Steel” CY - Online meeting DA - 25.02.2021 KW - Stainless steel KW - Corrosion KW - Grinding processes PY - 2021 AN - OPUS4-52358 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seneschal-Merz, Karine T1 - New UV-protective glazing for the conservation of cultural assets N2 - For centuries, churches, secular buildings and museums have been furnished with valuable works of art. Many works of art are UV- and light-sensitive. It is well known that especially UV radiation causes damage and discoloration in paintings, textiles, plastics, wood and other materials. In particular, the wavelengths between 280 and 410 nm cause color changes, embrittlement or destruction of e.g. plastics over time. Therefore, strongly UV-absorbing glasses are advantageous for architecture and are necessary for the protection of cultural assets. As restorers in all disciplines become more and more aware, the demands placed on buildings and their furnishings in terms of climate are becoming increasingly detailed and precise. The aim in each case is to preserve the valuable artwork. For some years now, the industry has been offering the protection of cultural objects by installing special UV-protective glasses. Currently, UV protection for church buildings is realized by laminated safety glass equipped with appropriate UV-protective plastic films. Technically, this always means a second pane of glass in front of the windows, which is installed outside the building. This creates climatic gaps that are difficult to control and deterioration due to ageing effects can be expected. At the same time, this protective glazing is not invisible and has a considerable aesthetic influence on the interior and exterior appearance of the building. Meanwhile, the preservation of historical monuments accepts such aesthetic cuts on buildings in order to protect the artwork in the interior from UV light. To this day, however, the long-term durability of UV protection provided by inserted plastic films is still controversial. To date the only available alternative on the market is a mouth-blown UV protection glass which uses a so-called overlay to provide UV protection. This shows that UV protection can also be achieved by glasses without plastic films thus realizing an exclusive inorganic protection which normally is more stable than a polymeric one. So far there are not enough studies to prove long-term durability. The aim of this project is to provide existing glazing or new glazing to be created with a highly transparent layer that ensures this UV-protective filter function below 400 nm. The glass coating is to be applied to the glass over a large area and fired into the surface like a classic ceramic enamel paint with the same technics. In addition, it should be long-term durable in its function. It means, that the glass has to be fused at temperatures below 630 °C during the firing process, its chemical durability has to be high, its coefficient of thermal expansion has to be as close as the one of the substrate (usually float glass) and the glass has to absorb the UV-radiation within a thin thickness (thinner as 100 µm). In this project, the long-term durability of commercial UV-protective glasses is examined. New low melting glasses containing UV-absorbing ions are being developed. Their UV-absorption as a thin layer is analyzed as well as their chemical durability and their thermal properties. We are grateful to BMWI for the financial support in the frame of the Central Innovation Programme for SMEs (ZIM). T2 - HVG-DGG: 94. Glastechnische Tagung CY - Online meeting DA - 10.05.2021 KW - Glass KW - Low melting KW - Chemical durability KW - Weathering tests KW - Aging test KW - UV absorption KW - UV protection KW - Architecture KW - Optical properties PY - 2021 AN - OPUS4-52648 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Botsch, B T1 - Classification of fracture surface types based on SEM images N2 - The following work deals with the quantitative fracture surface evaluation in damage analysis. So far, fracture surfaces have almost exclusively been evaluated qualitatively, i.e. the presence of fracture features is documented and their surface proportions are estimated, if necessary. Many years of experience are required, as well as an intensive comparison with defined comparative images from the literature. The aim of this work is the development of classifiers which can recognize fracture mechanisms or fracture features in scanning electron microscope images (SEM). The basis is 46 SEM images, which have been evaluated by fractography experts with regard to fracture features. The existing data set of images is expanded using augmentation methods in order to increase the variability of the data and counteract overfitting. Only convolutional neural networks (CNN) are used to create the classifiers. Various network configurations are tested, with the SegNet achieving the best results. T2 - Materialsweek 2021 CY - Online meeting DA - 07.09.2021 KW - Fractography KW - Fracture surface KW - Deep learning KW - SEM PY - 2021 AN - OPUS4-53418 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Stephan-Scherb, Christiane A1 - Schulz, Wencke A1 - Schneider, M. A1 - Karafiludis, Stephanos A1 - Laplanche, G. T1 - High-Temperature Oxidation in Dry and Humid Atmospheres of the Equiatomic CrMnFeCoNi and CrCoNi High- and Medium-Entropy Alloys N2 - Surface degradation phenomena of two model equiatomic alloys from the CrMnFeCoNi alloy system were investigated in 2% O2 and 10% H2O (pO2 = 0.02 and 10−7 atm, respectively) at 800 °C for times up to 96 h. The crystallographic structures, morphologies, and chemical compositions of the corrosion layers developing on CrMnFeCoNi and CrCoNi were comparatively analyzed by mass gain analysis, X-ray diffraction, and scanning electron microscopy combined with energy-dispersive X-ray spectroscopy and electron backscatter diffraction. The oxidation resistance of CrMnFeCoNi is relatively poor due to the fast growth of porous Mnoxide(s). CrCoNi forms an external chromia layer that is dense and continuous in a dry 2% O2 atmosphere. This layer buckles and spalls off after exposure to 10% H2O atmosphere. Beneath the chromia layer, a Cr-depleted zone forms in the CrCoNi alloy in both environments. As the oxide scale spalls off in the H2O-containing atmosphere, a secondary chromia layer was observed and correspondingly enlarges the Cr-depleted zone. In contrast, as the chromia layer remains without significant spallation when CrCoNi is exposed to a dry oxidizing atmosphere, the region depleted in Cr is narrower. KW - High temperature oxidation KW - High entropy alloys KW - Medium entropy alloys KW - CrMnFeCoNi KW - CrCoNi KW - Mn-oxides PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-517859 DO - https://doi.org/10.1007/s11085-020-10014-7 SN - 0030-770X VL - 95 IS - 1-2 SP - 105 EP - 133 PB - Springer AN - OPUS4-51785 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Vecchiato, Luca T1 - Fatigue limit estimation of welded joints under constant amplitude uniaxial loading adopting the cyclic R-curve analysis N2 - Most of the in-service failures of welded structures are due to fatigue damage occurring in the joints. Damage tolerant approaches based on the principles of Fracture Mechanics have been shown to play a key role in this framework, as the fatigue limit is defined by the non-propagating condition of multiple defects at the weld toe. The fatigue limit assessment can be performed using the cyclic R-curve analysis which consists in comparing the driving force of a crack propagating into a component, which depends on the geometry, material and external loads, with its resistance curve, i.e. the cyclic R-curve. The crack propagation occurs whenever the crack driving force is higher than the resistance to fatigue crack propagation, while the crack is arrested in the opposite case. Consequently, this suggests that the fatigue limit of a component is defined as that stress level at which the crack driving force curve is tangent to the crack resistance curve. In the present work, the cyclic R-curve analysis has been adopted for determining the fatigue limit of stress-relieved transverse non-load-carrying joints made of S355 structural steel and subjected to fatigue axial loadings. Experimental tests have been performed to evaluate the fatigue limit of the joints. The driving force, identified by the applied Stress Intensity Factor (SIF), has been evaluated by means of linear elastic finite element analysis taking advantage of the Peak Stress Method for its rapid estimation. Based on the experimental observations that the crack initiation and early crack growth phases in welded joints occur within the Heat Affected Zone (HAZ) the cyclic R-curve has been experimentally derived for both the base metal and HAZ material. T2 - European Conference on Fracture 2022 (ECF23) CY - Funchal, Portugal DA - 27.06.2022 KW - Welded Joints KW - Fatigue Limit KW - Cyclic R-curve PY - 2022 AN - OPUS4-55254 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schartel, Bernhard T1 - Sustainability Finding its Way into Flame Retardancy: Food for Thought between Fake Fiction and Future N2 - Main message: Sustainability, or in other words, exploiting environmental conservation for the economic welfare and prosperity for all, would revolutionise the plastics industry were it to become predominant practice as a linear, fossil-fuel–based economy is switched to a carbon circular economy. Food for though is given by dint of a critical overview of the current trends in sustainable flame-retardant polymeric materials. Introduction: Transforming the plastics industry into a carbon circular economy over the next 30 years requires an immediate revolution entailing the development of cutting-edge materials and the planning of future industrial production plants. Hence, the innovative field of flame-retardant polymeric materials should lend its strength to drive this challenge. Visionary solutions are proposed to inspire us, while the implementation of economically feasible concepts can take us forward into the future. Experimental The synthesis, processing, polymer analysis, thermal analysis, and investigation of fire behaviour from our own research are performed according to the state of the art, mostly in accordance with the pertinent ISO standards. Indeed, some of our equipment is part of the accredited lab; for the other methods we fulfil equivalent quality standards in terms of maintenance, calibration, participation in round robins, etc. Work steps such as the synthesis or preparation of new materials are usually outsourced or done with partners that have the relevant core competence. The talk also presents examples from other groups whose experimental is described in the corresponding scientific papers. Results and Discussion An overview of current trends towards producing sustainable, flame-retardant polymeric materials is presented, using examples from the literature and by sketching our own projects performed in recent years. The examples are structured along a common theme leading from the use of old and new natural materials with some intrinsic flame retardancy, via flame-retardant biopolymers and biocomposites, to using renewable sources for flame retardants with the objective of exploiting natural sources available as industrial waste streams. Natural flame retardants and adjuvants are highlighted, although the status of most may be assessed as merely motivating our vision. Nevertheless, there are natural material streams finding their way into polymer mass production as fillers, adjuvants, polymers, or renewable educt sources. Natural substances originating from industrial waste streams open the door to sustainable solutions, because they are often available at low cost and avoid competition for land with farming or virgin forests. Aside from this main topic, remarks will address the recycling of flame-retarded polymeric materials; vitrimers are mentioned as a potential material for recyclable thermosets. At the end of the day, only convincing property profiles will prevail both for exploiting renewable sources and circular design, including cost effectiveness, sufficient availability, consistent quality, processibility, mechanical properties, and flame retardancy. However, sustainability must not be merely tolerated as an additional demand, but should instead be recognized as a solution, because sustainability aspires to ensure our economic welfare now and in the future. Acknowledgement: The examples shown from own project were supported by funding grants: BMBF WTZ: 01DN16040, DFG Scha 730/19-1, VW-Stiftung: Experiment No: 97437, DFG Scha 730/20-1, BMBF KMU Innovativ 031B1289B. T2 - 19th European Meeting on Fire Retardant Polymeric Materials (FRPM23) CY - Dübendorf, Switzerland DA - 26.06.2023 KW - Renewable KW - Biocomposite KW - Sustainable KW - Circular economy KW - Natural PY - 2023 AN - OPUS4-57815 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madia, Mauro T1 - Fraucture mechanics-based probablistic structural integrity assessment for aero-engine turbine disk N2 - Aero-engine turbine disks are safety-relevant components which are operated under high thermal and mechanical stress conditions. The aim of this work is to present part of a fracture mechanics-based probabilistic assessment procedure under development which aims at calculating the critical rotational speed of the turbine disk based on the numerical-analytical solutions and regulations for the failure probability. In particular, the rim-peeling failure mode is considered as case study. A semi-circular surface crack is modelled at the most stressed region at the diaphragm of a turbine disk. In order to design a lab representative specimen, beside the crack driving force, expressed in terms of J-integral, also the constraint to plastic deformation e.g., stress triaxiality, at the crack-tip must be similar for the same crack in the specimen and in the disk. The analytical solutions to calculate the crack driving force for the lab representative specimen are used for the Monte Carlo simulations, the result of which has been assessed in the form of a Failure Assessment Diagram (FAD). The results of the probabilistic structural integrity assessment show good agreement between Monte Carlo simulations and certification values for the disk in terms of expected failure mode and value of the critical speed. T2 - ICF15 - International Conference on Fracture CY - Atlanta, GA, USA DA - 12.06.2023 KW - Fracture Mechanics KW - Failure Assessment Diagram KW - Finite Element Analysis KW - Component Assessment PY - 2023 AN - OPUS4-57727 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madia, Mauro T1 - Probabilistic structural integrity assessment of welded joints N2 - The fatigue assessment of welded joints requires several input data, which can be subdivided into three categories: geometry, material and loading. The number of input data depends essentially on the complexity of the models employed and on the level of accuracy of the analysis. It is common practice to use safety factors in design to account for the scatter of the input parameters. Nevertheless, overly-conservative factors lead often to unrealistic estimations of fatigue life. This work presents a fracture mechanics-based model for the structural integrity assessment of welded joints under constant amplitude fatigue loading, in which the local geometry at the weld toe and the fatigue crack growth properties are considered statistically distributed. The approach is validated against a large number of experimental data. T2 - ICF15 - International Conference on Fracture CY - Atlanta, GA, USA DA - 12.06.2023 KW - Fatigue KW - Fracture Mechanics KW - Weldments KW - Short crack KW - Probabilistic Assessment PY - 2023 AN - OPUS4-57726 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jentzsch, Stefan T1 - Numerical and experimental investigations on metal shear band formation at high strain rates with a Hopkinson bar setup N2 - The essence of dynamic failure is closely linked to the formation of adiabatic shear bands (ASB), which result from the localization of shear strain under high deformation speeds accompanied by a rapid temperature increase. Understanding this phenomenon is crucial in view of safety issues when impacts of fast rotating machine components (i.e. aircraft turbine blades) may occur. Our contribution addresses both the experimental evidence and characterization of ASBs due to high-speed impact tests at the Split HOPKINSON pressure bar (SHPB) setup and the finite element analysis to determine the parameters of the underlying constitutive model, which is closely related to JOHNSON-COOK (JC) material model. Experimental investigations were performed on notched shear specimens made of the fine -grained structural steel S690QL and the displacements in the regions affected by shear localization were measured with subset-based local Digital Image Correlation (DIC). The displacement fields, obtained in the SHPB tests, were considered as an objective to validate and to identify the constitutive parameters with. The JC model could reasonably reproduce the displacement distribution. In order to overcome the issues with mesh dependency we provide a nonlocal extension based on the implicit gradient model approach. T2 - GAMM Annual Meeting 2023 CY - Dresden, Germany DA - 30.05.2023 KW - Gradient-enhanced damage KW - Adiabatic shear bands KW - Split Hopkinson bar KW - Digital image correlation KW - Viscoplasticity KW - Finite element analysis PY - 2023 AN - OPUS4-57827 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Niemz, P. A1 - Baensch, Franziska A1 - Brunner, A. J. ED - Pavalache-Ilie, M. ED - Curtu, A. L. T1 - Acoustic Emission Analysis And Synchrotron-based Microtomography of glued shear strength samples from spruce wood N2 - To better understanding the failure of adhesive joints tensile tests were carried out on miniature test specimens from Norway spruce in the synchrotron. Urea-formaldehyde resin was used as adhesive. e. For comparison purposes, tensile tests were carried out on solid wood and on bonded miniature tensile shear samples with acoustic emission. The acoustic emission signals of all the experiments occurred with classified pattern recognition. This resulted in two classes of signals for each two frequency peaks. One class consisted of the low-frequency and the other of the higher-frequency peak of higher intensity, but this was essentially independent from the structure (solid wood or plywood) and size scale of the test specimens. The influence of the adhesive layers was determined on wood test specimens on laboratory scale and on miniature test specimens with an adhesive layer and selected fiber orientations. This gave evidence that the sound emission signals from the failure of the adhesive layer presumably of the class with low frequency signals peak in the range of services can be assigned. KW - Wood KW - Bondline KW - In-situ test KW - Acoustic emission KW - Synchrotron tomography PY - 2020 DO - https://doi.org/10.31926/but.fwiafe.2020.13.62.1.7 VL - 13 IS - 62 Part 1 SP - 81 EP - 88 PB - Transilvania University Press, Brasov, Romania CY - Brasov AN - OPUS4-51010 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin T1 - New findings on the formation of corrosion product layers on zinc in the atmosphere N2 - The presentation shows systematic investigations to describe the corrosion and corrosion product formation processes of pure zinc under the climatic conditions currently prevailing in the Federal Republic of Germany. The investigations in their entirety aim at questioning current and establishing new ways of looking at the formation of corrosion products of pure zinc under atmospheric corrosion conditions. Thus, they make a significant contribution in understanding corrosion protection by zinc and zinc coatings. In particular, the focus is placed on the initial stage of the corrosion product formation. A systematic investigation of this time range, which is characterized by very reactive corrosion products, is only made possible by using gel-type electrolytes. The short periods of time at the beginning of weathering is now measurable and their influence on the formation of corrosion products and the kinetics of layer formation describable. By combining the new electrochemical approach with gravimetric, microscopic and analytical methods, new insights could be gained both on a methodic and scientific level. T2 - 26th International Galvanizing Conference and Exhibition CY - Rome, Italy DA - 20.06.2022 KW - Atmospheric Corrosion KW - Corrosion KW - Corrosion products KW - Gel-type electrolytes KW - Zinc PY - 2022 AN - OPUS4-55113 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Madia, Mauro T1 - Progress in the determination of the fatigue propagation resistance in metals and its application to fatigue assessment N2 - This plenary lecture aims at showing the progress in the experimental determination of the fatigue propagation resistance in metals and its application to fatigue assessment. In particular, different new experimental techniques are introduced, which allow a better description of the crack propagation resistance from short to long crack regime. These data can be then applied in the fatigue assessment to predict the fatigue limit and the total life of metallic components. T2 - 5th Iberian Conference on Structural Integrity CY - Coimbra, Portugal DA - 30.03.2022 KW - Crack propagation resistance KW - Cyclic R-Curve KW - Fatigue assessment KW - Kitagawa-Takahashi diagram KW - S-N diagram PY - 2022 AN - OPUS4-54603 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin T1 - Forschungsprojekt RUNOFF: "Neubewertung der Dauerhaftigkeit von Dach- und Fassadenmaterialien und des Eintrags von Schwermetall-Ionen in die Umwelt hervorgerufen durch Runoff„ N2 - Bei Betrachtungen zur Lebensdauer von Metallbauteilen im Bauwesen müssen Korrosions- und Runoff-Vorgänge an der Atmosphäre als verschiedene Reaktionen unterschieden werden. Korrosion ist der Prozess, der von elektrochemischen Reaktionen an der Grenzfläche Metall/Patina kontrolliert wird. Runoff dagegen wird durch chemische Reaktionen an der Grenzfläche Patina/Atmosphäre begünstigt. Mit zunehmender Bewitterungszeit nimmt die Korrosionsgeschwindigkeit stetig ab, während postuliert wird, dass die Geschwindigkeit des Runoffs über die gesamte Zeit konstant bleibt. Dieses Verhalten des Runoffs muss aber zunehmend bezweifelt werden. Die Gesamtmenge an abgezehrtem Metall beinhaltet zwei Bestandteile. Ein Teil wird in die Schicht aus Korrosionsprodukten eingebaut, der andere wird aufgrund von Niederschlägen aus der Patina gelöst. Aus diesem Grund ist die Menge an Zink-Runoff stark abhängig von den Eigenschaften der Korrosionsprodukt- bzw. Patinaschicht und nicht anhand der Zusammensetzung des Metalls abschätzbar. Vorhandene Modelle können die Menge an Runoff, und damit verbunden die Abzehrung einer Schicht aus Zink und Kupfer, sowie den resultierenden Eintrag von Schwermetallionen in die Umwelt nicht mehr darstellen und erklären. Um den Korrosionsschutz an Bauwerken zum einen dauerhaft unter Beachtung von Kostenaspekten und Ressourcenschonung und zum anderen unter ökologischen Gesichtspunkten auslegen zu können, müssen deshalb neue wissenschaftliche Grundlagen erarbeitet und die Mechanismen beschrieben werden. Das BAM-Forschungsvorhaben RUNOFF widmet sich den Fragestellungen. Der Vortrag gibt einen kurzen Überblick zum Forschungsvorhaben. T2 - 19. Projektetage der Bauforschung CY - Online meeting DA - 22.03.2022 KW - Runoff KW - Zink KW - Korrosion KW - Kupfer PY - 2022 AN - OPUS4-54580 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Maack, Stefan A1 - Benner, Philipp A1 - Kröll, Mirco A1 - Prager, Jens A1 - Daum, Werner A1 - Casperson, Ralf A1 - Heckel, Thomas A1 - Spaltmann, Dirk A1 - et al., ED - Wahlster, W. ED - Winterhalter, C. T1 - Deutsche Normungsroadmap künstliche Intelligenz T1 - German standardization roadmap on artificial intelligence N2 - Im Auftrag des Bundesministeriums für Wirtschaft und Klimaschutz haben DIN und DKE im Januar 2022 die Arbeiten an der zweiten Ausgabe der Deutschen Normungsroadmap Künstliche Intelligenz gestartet. In einem breiten Beteiligungsprozess und unter Mitwirkung von mehr als 570 Fachleuten aus Wirtschaft, Wissenschaft, öffentlicher Hand und Zivilgesellschaft wurde damit der strategische Fahrplan für die KI-Normung weiterentwickelt. Koordiniert und begleitet wurden diese Arbeiten von einer hochrangigen Koordinierungsgruppe für KI-Normung und -Konformität. Mit der Normungsroadmap wird eine Maßnahme der KI-Strategie der Bundesregierung umgesetzt und damit ein wesentlicher Beitrag zur „KI – Made in Germany“ geleistet. Die Normung ist Teil der KI-Strategie und ein strategisches Instrument zur Stärkung der Innovations- und Wettbewerbsfähigkeit der deutschen und europäischen Wirtschaft. Nicht zuletzt deshalb spielt sie im geplanten europäischen Rechtsrahmen für KI, dem Artificial Intelligence Act, eine besondere Rolle. N2 - On behalf of the German Federal Ministry of Economic Affairs and Climate Action, DIN and DKE started work on the second edition of the German Standardization Roadmap Artificial Intelligence in January 2022. With the broad participation and involvement of more than 570 experts from industry, science, the public sector and civil society, the strategic Roadmap for AI standardization was thus further developed. This work was coordinated and accompanied by a high-level coordination group for AI standardization and conformity. The standardization roadmap implements a measure of the German government’s AI Strategy and thus makes a significant contribution to “AI – Made in Germany”. Standardization is part of the AI Strategy and is a strategic instrument for strengthening the innovation and competitiveness of the German and European economies. Not least for this reason, standardization plays a special role in the planned European legal framework for AI, the Artificial Intelligence Act. KW - Digitalisierung KW - Künstliche Intelligenz KW - Datenwissenschaft KW - Normung Roadmap KW - Data science KW - Artificial intelligence KW - Standardization roadmap KW - Digitization PY - 2022 UR - https://www.din.de/resource/blob/1072988/20bf33d405710a703aa26f81362493bb/ausgabe-2-nrm-ki-data.pdf UR - https://www.dke.de/de/arbeitsfelder/core-safety/normungsroadmap-ki SP - 1 EP - 448 PB - Deutsches Institut für Normung (DIN) CY - Berlin ET - 2. AN - OPUS4-56576 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruse, Julius T1 - Anwendung der IBESS-Prozedur zur Berechnung der Schwingfestigkeit geschweißter bauteilähnlicher Proben mit künstlichen Defekten N2 - Im Rahmen eines Kooperationsprojekts mit der Schottel GmbH wurde eine bauteilnahe Probengeometrie entwickelt, mit der sich unter Verwendung einer einachsigen Prüfmaschine das Spannungstiefenprofil in dem unter überlagerter Biege- und Zugspannung beanspruchtem Querschnitt im Schweißnahtübergang des Bauteils reproduzieren ließ. Proben dieser Geometrie wurden vom Kooperationspartner im geschweißten bzw. geschweißten und spannungsarmgeglühten Zustand bereitgestellt. An der BAM wurden je Wärmebehandlungszustand mittels Senkerodieren zwei verschiedene künstliche Defektgeometrien im Schweißnahtübergang eingebracht. Anhand der Proben wurden experimentell für alle vier Probenzustände Wöhlerlinien für ein Spannungsverhältnis von R = 0,1 ermittelt. Zusätzlich wurde das u.a. an der BAM entwickelte IBESS-Verfahren angewandt, um die Wöhlerlinien analytisch zu bestimmen. Hierbei wurde eine sehr gute Übereinstimmung von Berechnung und Experiment erreicht, wobei die Berechnung zu einer leicht konservativen Lebensdauervorhersage führte. T2 - 56. DVM Tagung "Bruchmechanik und Bauteilsicherheit" CY - Kassel, Germany DA - 20.02.2024 KW - Bruchmechanik KW - Ermüdung KW - Schwingfestigkeit KW - Schweißverbindungen PY - 2024 AN - OPUS4-59781 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Thiele, Marc A1 - Pirskawetz, Stephan T1 - Analysis of damage evolution in concrete under fatigue loading by acoustic emission and ultrasonic testing N2 - The fatigue process of concrete under compressive cyclic loading is still not completely explored. The corresponding damage processes within the material structure are especially not entirely investigated. The application of acoustic measurement methods enables a better insight into the processes of the fatigue in concrete. Normal strength concrete was investigated under compressive cyclic loading with regard to the fatigue process by using acoustic methods in combination with other nondestructive measurement methods. Acoustic emission and ultrasonic signal measurements were applied together with measurements of strains, elastic modulus, and static strength. It was possible to determine the anisotropic character of the fatigue damage caused by uniaxial loading based on the ultrasonic measurements. Furthermore, it was observed that the fatigue damage seems to consist not exclusively of load parallel oriented crack structures. Rather, crack structures perpendicular to the load as well as local compacting are likely components of the fatigue damage. Additionally, the ultrasonic velocity appears to be a good indicator for fatigue damage beside the elastic modulus. It can be concluded that acoustic methods allow an observation of the fatigue process in concrete and a better understanding, especially in combination with further measurement methods. KW - Concrete KW - Fatigue KW - Damage evolution KW - Ultrasonic testing KW - Acoustic emission PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-541891 DO - https://doi.org/10.3390/ma15010341 SN - 1996-1944 VL - 15 IS - 1 SP - 341 EP - 355 PB - MDPI CY - Basel AN - OPUS4-54189 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bruns, Sebastian T1 - Digitalizing a lab course for undergraduate students: ELN, ontology, data management N2 - We report about a joint project aiming at the digitalization of a lab course in materials testing. The undergraduate students were asked to prepare samples of a precipitation hardened aluminum alloy and characterize them using hardness and tensile tests. In a first step, we developed the frames for the digital labor notebook using eLabFTW. The primary data and the relevant metadata of each run were saved in a central database and made available for analysis and report issues. The whole set of results produced in a course was made available in the database. This database can be improved and serve as an open repository for data on this specific alloy. The logical frame for the joint project was provided by the PMD Core Ontology (PMDco), a mid-level ontology that enables the representation and description of processes and process chains in an MSE-specific manner, ensuring full traceability of generated data. For the digitalization of this lab course, the tensile test ontology (TTO) was applied which is designed as a module of the PMDco using strongly related semantic concepts. T2 - FEMS EUROMAT 2023 CY - Frankfurt a. M., Germany DA - 03.09.2023 KW - Electronic Lab Notebook KW - FAIR data management KW - Digtial Representation KW - Knowledge graph and ontologies PY - 2023 AN - OPUS4-58207 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 52, Heft 1 T3 - Amts- und Mitteilungsblatt der BAM - 1/2022 PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-545287 SN - 0340-7551 VL - 52 IS - 1 SP - 1 EP - 54 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-54528 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Scacco, F. A1 - Zerbst, Uwe A1 - Meneghetti, G. A1 - Madia, Mauro T1 - Comparison between PSM and IBESS approaches for the fatigue life estimation of weldments N2 - In the framework of the fatigue assessment of welded components, several methods are available in design standards such as the nominal stress, hot-spot stress, notch stress and linear elastic fracture mechanics approaches. The present paper aims at comparing two advanced local approaches for the fatigue strength assessment of different welded joints made of steel. The first one is IBESS which is based on short crack fracture mechanics. The second one is the PSM which instead involves the strain energy density approach. Both methods will be briefly presented, and the fatigue life prediction results discussed. The results obtained for the joint geometries considered in this work show advantages and drawbacks of the approaches, which are thoroughly analysed as well. KW - Fatigue KW - Welded joints KW - FAT class KW - IBESS KW - Peak stress method (PSM) KW - Finite element (FE) PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-545139 DO - https://doi.org/10.1007/s40194-022-01284-7 SP - 1 EP - 23 PB - Springer AN - OPUS4-54513 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Madia, Mauro A1 - Zerbst, Uwe A1 - Werner, Tiago T1 - Estimation of the Kitagawa-Takahashi diagram by cyclic R curve analysis N2 - The Kitagawa-Takahashi (KT) diagram is a proven concept for describing the fatigue limit in presence of a defect or crack. It can be determined empirically with great experimental effort. It can also be estimated by means of the El Haddad relationship if the endurance limit and the long fatigue crack propagation threshold are available in reasonable accuracy. A third option is the determination using the cyclic R-curve, which describes the dependency of the fatigue crack propagation threshold on the crack growth at the short crack propagation stage. This can be experimentally determined using a closure-free initial pre-crack. It can then be applied to the determination of crack arrest for a given applied load and a given defect or crack size. Compared to the other two methods mentioned above, this option has considerable advantages: It can be applied to any component and any stress ratio. It allows the treatment of multiple cracks and provides estimations of the S-N curve in the finite life regime as well as at the endurance limit. Compared to the empirical determination of the KT diagram, the experimental effort is significantly lower and compared to the El Haddad approach it avoids problems such as the use of non-conservative long fatigue crack propagation thresholds (when the conventional load reduction method is applied to materials prone to corrosion) and the mathematical predetermination of the curve shape. The work introduces the method and provides a critical discussion as well as quantitative comparison between the different methods. T2 - FATIGUE DESIGN 2021 CY - Online meeting DA - 17.11.2021 KW - Fatigue life KW - Endurance limit KW - Kitagawa-Takahashi diagram KW - Cyclic R-curve PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-544931 DO - https://doi.org/10.1016/j.prostr.2022.03.032 SN - 2452-3216 VL - 38 SP - 309 EP - 316 PB - Elsevier B.V. AN - OPUS4-54493 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 52, Heft 2 T3 - Amts- und Mitteilungsblatt der BAM - 2/2022 KW - Festlegungen KW - Zulassungen KW - Richtlinien KW - Anerkennungen PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-550917 SN - 0340-7551 VL - 52 IS - 2 SP - 55 EP - 158 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-55091 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schönherr, J. A. A1 - Duarte, Larissa A1 - Madia, Mauro A1 - Zerbst, Uwe A1 - Geilen, M. B. A1 - Klein, M. A1 - Oechsner, M. T1 - Robust determination of fatigue crack propagation thresholds from crack growth data N2 - The robust determination of the threshold against fatigue crack propagation DKth is of paramount importance in fracture mechanics based fatigue assessment procedures. The standards ASTM E647 and ISO 12108 introduce operational definitions of DKth based on the crack propagation rate da/dN and suggest linear fits of logarithmic DK– da/dN test data to calculate DKth. Since these fits typically suffer from a poor representation of the actual curvature of the crack propagation curve, a method for evaluating DKth using a nonlinear function is proposed. It is shown that the proposed method reduces the artificial conservativeness induced by the evaluation method as well as the susceptibility to scatter in test data and the influence of test data density. KW - Fatigue crack propagation threshold KW - ISO 12108 KW - ASTM E647 KW - Data evaluation methods KW - Experimental determination PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-552153 DO - https://doi.org/10.3390/ma15144737 SN - 1996-1944 VL - 15 IS - 14 SP - 1 EP - 21 PB - MDPI CY - Basel AN - OPUS4-55215 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Burkert, Andreas T1 - Innovation und Sicherheit durch Einsatz von Duplexstählen in Straßentunneln N2 - Es werden die Ergebnisse eines mehrjährigen Forschungsvorhabens der BAM in Zusammenarbeit mit Straßenbauverwaltungen der Länder und Industriebeteiligten zur betriebstechnischen Ausrüstung von Straßentunneln präsentiert. Schwerpunkte waren die Bestimmung der Korrosivität der Atmosphäre von 3 ausgewählten Straßentunneln, die Analyse korrosionsrelevanter Ablagerungen und von Klimadaten. Die Auswirkungen dieser Einflussgrößen auf die Dauerhaftigkeit von Konstruktionen aus nichtrostenden Stählen wurde ermittelt und in Abhängigkeit verschiedener Einflussparameter dargestellt. Die Ergebnisse der systematischen Untersuchungen an Prüfköpern decken sich mit Beobachtungen an realen Bauteilen. Spaltbehaftete Konstruktionen aus Werkstoffen der CRC III führen demnach in Zeiträumen zwischen 10 und 15 Jahren zu Korrosionserscheinungen, welche die technische Sicherheit beeinträchtigen können und die erwartete Dauerhaftigkeit nicht erfüllen. Die Folge sind zusätzliche Sperrungen und ein vorzeitig notwendiger Unterhaltsaufwand, die erhebliche Kosten verursachen. Im Ergebnis ist eine Überarbeitung des aktuellen Regelwerkes erforderlich, um die angestrebte Dauerhaftigkeit von 30 Jahren zu gewährleisten. T2 - Sitzung ISER Marketingausschuss CY - Dusseldorf, Germany DA - 24.04.2024 KW - Korrosion KW - Straßentunnel KW - Dauerhaftigkeit KW - Nichtrostender Stahl PY - 2024 AN - OPUS4-59955 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - von Werder, Julia T1 - Curtain Walls with Biofilms for Improving the City Climate N2 - Building envelopes & natural rock surfaces represent the frontier between solid material surfaces, biosphere and the atmospheric environment – and are subject to permanent change in structure and chemistry. These surfaces are a natural habitat of subaerial rock biofilms (SAB) that are an important stage of primary succession. As their metabolic processes have a great impact on the composition of the near-surface layers of the earth biofilms on natural and manmade hard substrates are a research focus of geomicrobiology. In technical systems immobilized algae biofilms are already used successfully for wastewater cleaning. Algae can eliminate bacteria from the water and at the same time increase the oxygen concentration and the pH value in the water through photosynthesis, which again allows phosphate elimination to take place. Nitrificants contained in the algae biofilm convert ammonium to nitrite and nitrate. Mineral claddings for building facades could be engineered to sustain either natural or previously established carefully selected algae-dominated biofilms and this way help to clean the air. For a targeted engineering of the mineral substrates and the biofilms attached to them basic knowledge is however missing. By systematic research in an interdisciplinary team of microbiologists and building material scientists the following questions shall be clarified • How can a curated biofilm be stabilized on the surface and designed to be durable without compromising the substrate • What exactly do the biofilms need in terms of moisture in their respective growth stages? Or how long water must be available in what form and quantity to enable growth. • What is the influence of the substrate on the availability and quality of the (rain) water (water quality, leaching of substances (alkalis) from the building materials, leaching of aerosol components, surface tension, suction tension, thickness of the water molecule layers adsorbed in the pore spaces....) There are several research groups working on bioreceptive building materials which emphasizes the general interest in the topic. The idea of speeding-up the process by the targeted establishment of biofilms on building façade panels is a unique approach that has so far only been researched at BAM. Architects are very interested in biofilm facades as a new co-designing method of humans and nature reflecting the changing awareness for the loss of biodiversity in cities. If the biofilms need irrigation the evaporative cooling would reduce the urban heat island effect. T2 - Preparatory Workshop SPP 2451: Engineered Living Materials with Adaptive Functions CY - Saarbrücken, Germany DA - 10.07.2023 KW - Engineered living materials KW - Adaptive functions KW - Bioreceptivity KW - Biofilm KW - Concrete PY - 2023 UR - https://spp2451.de/event/preparatory-workshop/ AN - OPUS4-58965 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bachmann, Marcel T1 - Challenges in dynamic heat source modeling in high-power laser beam welding N2 - The amount of absorbed energy in the keyhole as well as its spatial and temporal distribution is essential to model the laser beam welding process. The recoil pressure, which develops because of the evaporation process induced by the absorbed laser energy at the keyhole wall, is a key determining factor for the macroscopic flow of the molten metal in the weld pool during high-power laser beam welding. Consequently, a realistic implementation of the effect of laser radiation on the weld metal is crucial to obtain reliable and accurate simulation results. In this paper, we discuss manyfold different improvements on the laser-material interaction, namely, the ray tracing method, in the numerical simulation of the laser beam welding process. The first improvement relates to locating the exact reflection points in the ray tracing method using a so-called cosine condition in the determination algorithm for the intersection of reflected rays and the keyhole surface. A second correction refers to the numerical treatment of the Gaussian distribution of the laser beam, whose beam width is defined by a decay of the laser intensity by a factor of 1/e2, thus ignoring around 14% of the total laser beam energy. In the third step, the changes in the laser radiation distribution in the vertical direction were adapted by using different approximations for the converging and the diverging regions of the laser beam, thus mimicking the beam caustic. Finally, a virtual mesh refinement was adopted in the ray tracing routine. The obtained numerical results were validated with experimental measurements. T2 - International Congress of Applications of Lasers & Electro-Optics 2023 CY - Chicago, Illinois, USA DA - 16.10.2023 KW - Laser beam welding KW - Laser energy distribution KW - Ray tracing KW - Numerical modeling PY - 2023 AN - OPUS4-58759 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - von Werder, Julia T1 - Biorezeptiver Beton: Interdisziplinäre Forschung an der BAM N2 - Inhalt des Vortrags: Forschungsidee und Zielstellung, Forschungsstruktur, Veränderung, Wasserverfügbarkeit, Wasserrückhaltevermögen, pH-Wert, Speziesauswahl, Applikation, Monitoring von Bewuchs T2 - BDA Galerie, Ausstellung: wechselStoffwechsel, Galeriegespräch Nr. 3 CY - Berlin, Germany DA - 06.06.2023 KW - Biorezeptivität KW - Beton KW - Biofilm KW - Funktionalisierung KW - Fassade PY - 2023 UR - https://www.bda-berlin.de/events/wechsel-stoff-wechsel-gespraech-3/ AN - OPUS4-58961 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kalinka, Gerhard T1 - Testing the fibre matrix interface of short glass fibre reinforced PMCs with using the push out technique N2 - With this presentation, the push-out technique is explained. The focus of the experimental work is on the characterization of the fiber-matrix interface of short fiber reinforced composites. The reinforcing component was glass fibers and the matrix polymer was PA6.6 and PPA. It is demonstrated for the first time that the push-out technique ca be applied on injection molded short fiber PMC and is sensitive to the mechanical interface properties. Further studies are planned on the influence of multiple processing, the temperature and humidity. T2 - Composirtes United Workshop „Fiber Matrix Interphases“ CY - Online meeting DA - 09.11.2023 KW - Polymer Matrix Composite KW - Glass Fibres KW - PA6.6 KW - PPA KW - Push-out Test KW - Interface Strength PY - 2023 AN - OPUS4-59053 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Simon, Franz-Georg A1 - Scholz, Philipp A1 - Barqawi, Haitham T1 - Einfluss von Geokunststoffen auf die aquatische Umwelt N2 - Im Rahmen des Projekts konnte gezeigt werden, dass Geokunststoffe bei ausreichender Stabilisierung Einsatzdauern von über 100 Jahren besitzen. Es werden keine Stoffe freigesetzt, die für Wasserorganismen schädlich sind. An den Ostseestränden im Gebiet Kaliningrad werden nennenswerte Mengen von Kunststoffresten gefunden, die zum Teil aus Küstenschutzbauwerken stammen. Ursache ist hier jedoch eine verfehlte Materialauswahl. Hauptsächlich stammen die Kunststoffreste am Strand jedoch aus unsachgemäße Abfallbehandlung. KW - Geokunststoffe KW - Mikroplastik KW - Autoklaventest KW - Ökotoxtests PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-556431 DO - https://doi.org/10.2314/KXP:1813230285 SP - 1 EP - 15 AN - OPUS4-55643 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 51, Heft 4 T3 - Amts- und Mitteilungsblatt der BAM - 4/2021 PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-541902 SN - 0340-7551 VL - 51 IS - 4 SP - 135 EP - 158 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-54190 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Duarte, Larissa T1 - Analytische Prozedur zur Berechnung der Ermüdungslebensdauer basierend auf effektiven Rissfortschrittsdaten und zyklischer R-Kurve N2 - Bruchmechanik-basierende Methoden können für die Ermüdungsbewertung von mechanischen Bauteilen angewendet werden, die Defekte oder Risse enthalten und zyklischen Belastungen ausgesetzt sind. Die Kenntnis des Risswachstumsverhaltens für kurze und lange Risse ermöglicht die Bestimmung sowohl endlicher als auch unendlicher Lebensdauer. Ein erstes Problem ergibt sich jedoch aus der empirischen Bestimmung von Ermüdungswerkstoffkennwerten, die je nach Prüfbedingungen, z. B. Prüfmethode, Frequenz und Spannungsverhältnis R, variieren. Dies ist auf die Rissschließeffekte und weitere Umgebungsphänomene zurückzuführen, die das Rissfortschrittsverhalten beeinflussen. Ein zweites Problem ist das Fehlen von Standardversuchsverfahren zur Bestimmung des Schwellenwerts gegen Ermüdungsrissausbreitung ΔKth in Abhängigkeit von der Rissausbreitung. Dies ist problematisch, da ΔKth mit der Zunahme der Rissschließeffekte im Kurzrissbereich zunimmt und seine ungenaue experimentelle Bestimmung zu großen Abweichungen bei der Bewertung und, was noch kritischer ist, zu nicht konservativen Vorhersagen führt. Mit dem Ziel, zuverlässigere und sicherere Bewertungsverfahren bereitzustellen, wird in dieser Arbeit eine Methode vorgeschlagen, die auf effektiven Risswachstumsdaten basiert, die bei hohen Spannungsverhältnissen (R ≈ 0,8) ermittelt wurden. Zur Beschreibung der Entwicklung der Rissschließeffekte wird ein Kurzrissmodell auf der Grundlage von zyklischen R-Kurven und CPLR-Daten verwendet. Die analytischen Vorhersagen werden mit experimentellen Daten verglichen, die zur Validierung des Verfahrens durchgeführt wurden, und die daraus entstandenen Unterschiede werden diskutiert. Übersetzt mit DeepL.com (kostenlose Version) T2 - BMDK-Seminar SS24 CY - Magdeburg, Germany DA - 10.04.2024 KW - Schwellenwert gegen Ermüdungsrissausbreitung KW - Rissschließeffekte KW - Ermüdungslebensdauer KW - Zyklische R-Kurve PY - 2024 AN - OPUS4-59876 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Duarte, Larissa A1 - Madia, Mauro A1 - Zerbst, Uwe T1 - The effect of the environmental conditions on the threshold against fatigue crack propagation N2 - The threshold against fatigue crack propagation (ΔKth) is a crucial parameter for the damage tolerance assessment of engineering components subjected to cyclic loading and it is composed by two distinct components, one intrinsic, dependent on the elastic material properties and the lattice type, and one extrinsic, related to the occurrence of crack closure effects. An important issue is that several factors can influence ΔKth and, in general, the fatigue crack propagation behavior. In this work, the influence of the experimental procedure, air humidity, stress ratio and test frequency on da/dN-ΔK data has been investigated. Results are discussed with their potential causes and consequences on the calculations of the residual lifetime. KW - Fatigue crack propagation threshold KW - Crack closure effect KW - Experimental procedure KW - Environmental conditions PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-544905 DO - https://doi.org/10.1016/j.prostr.2022.03.030 VL - 38 SP - 292 EP - 299 PB - Elsevier B.V. AN - OPUS4-54490 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Burkert, Andreas T1 - Korrosionsprüfung N2 - Der Vortrag gibt einen Überblick über gängige Korrosionsversuche. Die wesentlichen Unterschiede zwischen Prüf- und Untersuchungsverfahren, deren jeweilige Zielstellung, Aussagefähigkeit und Grenzen werden aufgezeigt. Es werden ausgewählte Auslagerungsversuche, Kammerprüfungen sowie elektrochemische Messmethoden zur Bestimmung der Korrosionsbeständigkeit vorgestellt. Anhand praktischer Beispiele werden ausgewählte Ergebnisse der einzelner Methoden vorgestellt und diskutiert. T2 - VDEh Seminar "Korrosionsverhalten nichtrostender Stähle in wässrigen Medien und bei atmosphärischer Beanspruchung* CY - Düsseldorf, Germany DA - 30.01.2024 KW - Korrosion KW - Korrosionsversuche KW - Nichtrostender Stahl PY - 2024 AN - OPUS4-59553 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weise, Frank A1 - Werner, D. A1 - Maier, Bärbel A1 - Wilsch, Gerd T1 - Schadenskategoriespezifische Bewertung von AKR-Prüfverfahren T1 - Evaluation of ASR testing methods in relation to specific damage categories N2 - Ausgehend von den verstärkt auftretenden AKR-Schäden an den vor 2005 hergestellten BAB-Abschnitten verfolgte das Forschungsvorhaben zwei Ziele. So sollte einerseits die Ursache für die mit der AKR-Schadensentwicklung einhergehende Dunkelfärbung der Oberfläche der Betonfahrbahndecke im Fugenbereich ermittelt werden. Andererseits galt es, ausgehend von der Zustands- und Schadenserfassung das AKR-Restschädigungspotenzial der Prüfkörper aus je drei ein- und zweischichtig ausgeführten, unterschiedlich stark AKR-geschädigten BAB-Abschnitten vergleichend zu bewerten. Folgende Ergebnisse wurden u. a. erzielt: 1. Dunkelfärbung Experimenteller Nachweis mit kombinierter insitu- Feuchtemessung mit Radar (integral) und NMR (tiefenaufgelöst), dass Dunkelfärbung der Oberfläche der Betonfahrbahndecke im Fugenbereich auf eine erhöhte Durchfeuchtung der Betonrandzone zurückzuführen ist; erfolgreiche Validierung der ZfP-Ergebnisse mit Darr-Wäge-Versuch. 2. Zustand beprobter BAB-Abschnitte und schadenskategoriespezifische Bewertung der AKR-Prüfverfahren: • Auffinden von Horizontalrissen im Bereich der Querscheinfuge bei allen AKR-geschädigten BAB-Abschnitten, • Ermittlung mittlerer Eindringtiefen bei Natrium von maximal 20 bis 45 mm und bei Chlorid von maximal 15 bis 60 mm im Entnahmezustand; keine Korrelation mit der AKR-Schadenskategorie des jeweiligen BAB-Abschnitts, • Nachweis gleichzeitig auftretender SEB bei allen AKR-geschädigten BAB-Abschnitten im Entnahmezustand, • keine signifikante Verminderung der Spaltzugfestigkeit durch die verstärkte AKR am Plattenrand, • Ermittlung eines erhöhten AKR-Restschädigungspotenzials bei vier der sechs beprobten BAB-Abschnitte primär mittels AKR-erformanceprüfungen, • Ermittlung höherer Dehnungen bei Performanceprüfungen aus Ober- und Unterbeton bestehenden Halbschalen, als an separat aus Ober- und Unterbeton gewonnenen Prismen, • Unauffälliges Verhalten nahezu aller bei der Performanceprüfung auffälligen Bestandsbetone im 40°C- und 60°C-Betonversuch; vermutete Ursache: mit LIBS nachgewiesene hohe und tiefreichende Auslaugung der Alkalien. N2 - Our research project had two aims in addressing the increased occurrence of ASR damage on German motorway sections built before 2005: firstly, to establish the cause of the darker discolouration around the joints of concrete road surface that occurs in conjunction with ASR damage. Secondly, based on the status and damage report, it aimed to comparatively evaluate the residual ASR damage potential of test samples from three federal motorway sections of one-layer and three of twolayer pavement, showing different levels of ASR damage. We obtained the following results (among others): 1. Dark discolouration Experimental evidence using non-destructive testing methods showing that dark discolouration of concrete road surfaces near joints is due to increased moisture in the concrete boundary zone: NDT findings successfully validated by weighing and drying test. 2. Condition of sampled motorway sections and evaluation of ASR test methods used: • discovery of horizontal cracks located near transverse contraction joint in all motorway sections with ASR damage, • determination of maximum mean penetration depth of sodium from 20 to 45 mm and of chloride from 15 to 60 mm in sample as extracted; no correlation with the ASR damage category of the relevant motorway section, • evidence of simultaneous occurrence of DEF on all ASR-damaged motorway sections in sample as extracted, • no significant reduction of splitting tensile strength due to increased ASR at slab edge, • increased ASR residual damage potential found on four of the six motorway sections tested primarily with ASR performance tests, • increased expansion found during performance tests on half shells consisting of upper and lower concrete compared to prisms taken separately from upper and lower concrete, • 40°C and 60°C concrete prism tests revealed no noticeable reactions in almost all existing concrete types that showed irregularities in the performance test. Suggested cause: high and deep levels of alkali leaching determined by LIBS. KW - NMR-Relaxometrie KW - Alkali-Kieselsäure-Reaktion KW - Betonfahrbahndecke KW - AKR-Betonversuche KW - Zerstörungsfreie Prüfung KW - Radar PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:hbz:opus-bast-24661 UR - https://bast.opus.hbz-nrw.de/frontdoor/index/index/docId/2466 SN - 978-3-95606-543-9 SN - 0943-9323 VL - S 145 SP - 1 EP - 60 PB - Fachverlag NW in der Carl Ed. Schünemann KG CY - Bremen AN - OPUS4-54748 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lehmann, Jens T1 - Offshore Auslagerung von nichtrostenden Stahlcoupons N2 - Zur Erweiterung der Anwendungserfahrungen nichtrostender Stähle, insbesondere von Lean-Duplex-Stählen, unter maritimen Einsatzbedingungen, wurden Testracks auf der Umspannplattform OSS des Windparks Hohe See errichtet. Hier wurden neben Standardproben zur Korrosivitätsbestimmung nach ISO 9223 auch mehrere Serien nichtrostender Stahlgüten mit unterschiedlichen Oberflächen, Spaltausbildungen und Verarbeitungszuständen ausgelagert und nun nach 1-jähriger Bewitterungszeit bewertet. In diesem Beitrag werden Oberflächenzustände, Korrosionszustände und Lochtiefen dieser Probekörper gezeigt. T2 - 21. Tagung Korrosionsschutz in der maritimen Technik CY - Hamburg, Germany DA - 24.01.2024 KW - Korrosion KW - Offshore KW - Atmosphärische Korrosion KW - Nichtrostender Stahl KW - Edelstahl rostfrei PY - 2024 AN - OPUS4-59452 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lehmann, Jens T1 - Demonstrationsexperimente N2 - Ergänzend zu den theoretischen Betrachtungen des Korrosionsverhaltens nichtrostender Stähle werden in diesem Vortrag Demonstrationsexperimente gezeigt. T2 - Seminar Korrosionsverhalten nichtrostender Stähle in wässrigen Medien und bei atmosphärischer Beanspruchung CY - Düsseldorf, Germany DA - 30.01.2024 KW - Korrosion KW - Experimente KW - Elektrochemie KW - Nichtrostender Stahl KW - Edelstahl rostfrei PY - 2024 AN - OPUS4-59455 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Babutzka, Martin A1 - Grabowski, Sven A1 - Sahrhage, H. A1 - Lampke, T. T1 - Electrochemical corrosion investigations on binary and ternary zinc alloy coatings using gel electrolytes N2 - Novel agar-based test electrolytes are used to perform electrochemical corrosion investigations on ZnFe and ZnNi binary as well as ZnFeMo ternary zinc coatings. The objectives of the electrochemical investigations include the characterization of the corrosion behavior, the description of the protective effect of the coatings as well as the investigation of the layer formation and degradation under artificial aging. ZnFe and ZnFeMo coatings are applied with varying iron content as well as an additional passivation layer, respectively, to study the effect on corrosion resistance. The results show that the protective effect of the coatings is not negatively influenced by different iron contents or the addition of molybdenum. Additional passivation of the ZnFe-containing coatings by means of a passivating agent leads to a significant improvement in the protective effect. Artificial aging leads to slight degradation of the additional passivation layer whereas coatings without post-treatment enhance their protective effect by the formation of corrosion product layers. KW - Binary zinc alloys KW - Ternary zinc alloys KW - Corrosion testing KW - Gel electrolytes KW - Corrosion PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-543013 DO - https://doi.org/10.1002/adem.202101336 SN - 1438-1656 SP - 1 EP - 14 PB - Wiley-VCH CY - Weinheim AN - OPUS4-54301 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Burkert, Andreas T1 - Korrosionsarten bei nichtrostenden Stählen N2 - Übersichtsvortrag zu Korrosionsarten, die bei nichtrostenden Stählen unter verschiedenen Einsatzbedingungen auftreten können. Die Grundlagen zur Pasivität und der örtlichen Störung der Passivität werden im Zusammenspiel komplexer Einflussfaktoren des Korrosionssystems herausgestellt. Die erarbeiteten theoretischen Grundlagen werden anhand praktischer Beispiel für alle relevanten Korrosionsarten vertieft. T2 - VDEh Seminar "Korrosionsverhalten nichtrostender Stähle in wässrigen Medien und bei atmosphärischer Beanspruchung* CY - Düsseldorf, Germany DA - 30.01.2024 KW - nichtrostender Stahl KW - Korrosionsverhalten KW - Passivität PY - 2024 AN - OPUS4-59549 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weise, Frank A1 - Oesch, T. A1 - Wilsch, Gerd A1 - Sigmund, S. A1 - Hünger, K.-J. A1 - Kositz, M. T1 - Analyse des gefügeabhängigen Löslichkeitsverhaltens potenziell AKR-empfindlicher Gesteinskörnungen T1 - Analysis of the microstructure depending solubility behavior of potential ASR sensitive aggregates N2 - Das gefügeabhängige Löslichkeitsverhalten wurde an folgenden vier Gesteinskörnungen unterschiedlicher Alkaliempfindlichkeitsklassen untersucht: • GK1 (EIII-S): quarzreicher Kies • GK2 (EIII-S): Grauwacke (Splitt) • GK3 (EI-S): Quarz-Feldspat-Porphyr (Splitt) • GK4 (EI-S): sandsteinreicher Kies DiePorenstrukturanalyse erfolgte sowohl an Einzelkörnern mittels vergleichender 3D-CT und BET- Untersuchungen als auch an Korngemengen der einzelnen Kornfraktionen (außer Fraktion 16/22 mm) über die Wasseraufnahme und mit BET. Für die Visualisierung und Quantifizierung der von außen zugänglichen Oberflächenanteile der Einzelkörner wurde ein Softwaretool entwickelt, erprobt und erfolgreich angewandt. Es gelang so u.a. den Nachweis zu erbringen, dass die gebrochenen Einzelkörner der Grauwacke und des Rhyoliths einen deutlich geringeren von außen zugänglichen Oberflächenanteil als die gleichartigen Gesteinskörner aus dem Kies besitzen. Aufgrund der limitierten Ortsauflösung der 3D-CT von 11 bis 16,5 μm wurde mit BET eine um drei Zehnerpotenzen höhere spezifische Oberfläche ermittelt. Zu den Porositätsuntersuchungen an den Korngemengen sei angemerkt, dass zum Teil gegenläufige Trends zwischen offener Porosität und spezifischer Oberfläche festgestellt wurden. Dieses ist beim Bezug des bei den Löseversuchen in 0,1 M KOH mit definierter NaCl-Zugabe aus der Gesteinskörnung gelösten SiO2 und Al2O3 von zentraler Bedeutung. Bei den Löseversuchen an den fraktionsspezifischen Korngemengen selbst zeigte sich, dass die stufenweise Erhöhung des NaCl-Gehalts von 0 auf 10 M.-% im Eluat eine erhöhte SiO2-Löslichkeit und eine verminderte Auslaugung von Al2O3 zur Folge hat. Auffallend war hierbei, dass die Al2O3-Löslichkeit bei GK4 ohne und mit geringer NaCl-Zugabe die mit Abstand höchsten Werte annimmt. Bei den zusätzlich durchgeführten Löseversuchen an den tomografierten Einzelkörnern in 1 M KOH-Lösung mit Zugabe von 1 M.-% NaCl zeigte sich, dass nur vereinzelt bei den untersuchten Gesteinsarten eine Korrelation zwischen dem SiO2- bzw. Al2O3-Gehalt im Eluat und der absoluten BET-Oberfläche nachweisbar ist. Dies ist vermutlich darauf zurückzuführen, dass neben der Oberfläche weitere Parameter (z.B. die mineralogische Zusammensetzung der Einzelkörner) das Löseverhalten maßgebend beeinflussen. Bei den parallel zu den Löseversuchen durchgeführten Betonversuchen nach dem ARS 04/2013 zeigte sich, dass die Alkaliempfindlichkeit der GK4 bei beiden Betonversuchen mit Alkalizufuhr unterschiedlich zu bewerten ist. So ist unabhängig von der vorgegebenen pessimalen Betonrezeptur des Fahrbahndeckenbetons ausschließlich bei der Klimawechsellagerung die GK4 als alkaliempfindlich einzustufen. Allerdings konnte der Befund der stark ausgeprägten AKR bei der GK4 mit der Dünnschliffmikroskopie nicht bestätigt werden. Analoges gilt für die Bewertung der Alkaliempfindlichkeit von GK2 mit den Betonversuchen nach der Alkalirichtlichtlinie des DAfStb. So ist auch hier die GK2 nicht im 60 °C-Betonversuch sondern ausschließlich im 40 °C-Betonversuch als alkaliempfindlich einzustufen. Dienach den verschiedenartigen Betonversuchen durchgeführten LIBS-Analysen am Vertikalschnitt der Prüfkörper zeigen, dass im Kernbereich nach dem 60 °C-Betonversuch mit 10 %iger NaCl-Lösung und nach der Klimawechsellagerung mit NaCl-Beaufschlagung annähernd gleich hohe Natrium- und Chloridgehalte vorgefunden werden. Wider Erwarten treten an den beaufschlagten Prüfflächen Abreicherungen von Natrium und Anreicherungen von Chlorid auf. Im 40°C- und 60 °C-Betonversuch wurde das Natrium bis in eine maximale Tiefe von ca. 30 mm bzw. 20 mm ausgelaugt. Die aufbauenden korrelativen Betrachtungen zwischen den Ergebnissen des 60°C Betonversuchs mit Alkalizufuhr und der Löseversuche an den fraktionsspezifischen Korngemengen in 1 M KOH-Lösung mit definierter NaCl-Zugabe sind durchaus vielversprechend. So zeigt sich beispielsweise beim Waschbeton, dass der fraktionsspezifisch gewichtete SiO2-Überschuss im Eluat nach 56 Tagen mit Zugabe von 0,5 M.-% NaCl ohne Bezug auf die BET-Oberfläche zur gleichen Einstufung der vier betrachteten Gesteinskörnungen wie bei den Dehnungen im 60 °C-Betonversuch mit 3 %-iger NaCl-Lösung führt. Außerdem korrelieren die im 60 °C-Betonversuch mit 10 %-iger NaCl-Lösung ermittelten Dehnungen mit dem gewichteten SiO2-Überschuss im Eluat bei Zugabe von 2 M.-% NaCl ohne Bezug auf die BET-Oberfläche. Ausschließlich bei den Betonversuchen nach der Alkali-Richtlinie erwies sich der Bezug des im Eluat ermittelten SiO2-Überschusses auf die BET-Oberfläche als zielführend. Aufgrund des Potenzials der Löseversuche mit NaCl-Zugabe für die Bewertung der Alkaliempfindlichkeit der Gesteinskörnung im Fahrbahndeckenbeton wird empfohlen, die vergleichenden Untersuchungen zwischen den Löseversuchen an Korngemischen der einzelnen Fraktionen und den Betonversuchen nach dem ARS 04/2013 mit einer möglichst hohen Anzahl an Gesteinskörnungen und einem präzisierten Untersuchungsumfang fortzuführen. N2 - The following four aggregates (GK) of varying grades of alkali sensitivity were examined for their microstructure-dependent solubility behavior: • GK1 (EIII-S) gravel with high quarz content • GK2 (EIII-S) greywacke (crushed stone) • GK3 (EI-S) quarz-feldspar-porphyry (crushed stone) • GK4 (EI-S) gravel with high sandstone content Pore structure analysis was carried out both on single grains using comparative 3D-CT and BET tests, and on grain samples of individual grain fractions (excluding the 16/22 mm fraction) using water absorption and BET. A software tool for visualizing and quantifying the externally accessible surfaces of single grains was developed, tested and successfully applied. This enabled us, among other things, to prove that single broken grains of greywacke and rhyolite have a much smaller externally accessible surface than grains of gravel of the same aggregate fraction. Due to the 3D-CT’s limited spatial resolution of 11 to 16.5 μm, BET was used to determine a two to three powers of ten higher specific surface. In relation to the porosity tests of the grain samples, it should be noted that in some cases, counterdirectional trends between open porosity and specific surface were determined. This is of central importance in relation to the SiO2 and Al2O3 dissolved from the aggregate in the solubility tests in 1 M KOH with defined addition of NaCl. The solubility tests on the grain samples of specific fractions showed that the gradual increase of the NaCl content in the eluate from 0 to 10 M.-% resulted in increased SiO2 solubility and reduced leaching of Al2O3. It was striking in this context that the solubility of Al2O3 in GK4 with no or little addition of NaCl gives by far the highest values. The additional solubility tests carried out on single grains, that were previously subjected to CT testing, in 1 M KOH solution with 1 M.-% added NaCl showed that in the types of aggregate examined, a correlation between the SiO2 and Al2O3 in eluate and the absolute BET surface is only occasionally demonstrable. This is probably due to the fact that solubility behavior is decisively influenced by other parameters in addition to the surface (e.g. by the mineralogical composition of individual grains). The concrete tests according to ARS 04/2013 carried out parallel to the solubility tests showed that GK4’s alkali sensitivity in both concrete tests with added alkali must be evaluated differently. For example, independent of the prescribed pessimal road surface concrete formula, GK4 can only be classified as alkali sensitive under cyclic storage. However petrographic microscopy could not confirm the findings of very marked ASR in GK4. The same applies to the evaluation of alkali sensitivity in GK2 with the concrete tests according to the German Committee for Structural Concrete (DAfStb)’s Alkali Guidelines. In this case too, GK2 should not be classified as alkali sensitive in 60 °C concrete testing, but only in 40 °C concrete testing. The LIBS analyses carried out on the vertical cross-section of the test specimens after the various concrete tests showed that almost equally high sodium and chloride levels were found in the core area after the 60 °C concrete prism test with 10 % NaCl solution and after cyclic storage with NaCl application. Contrary to expectations, the surfaces of samples after NaCl application showed a decrease in sodium and an increase in chloride. In the 40°C and 60°C concrete prism tests, sodium was depleted up to a maximum depth of approx. 30 mm and 20 mm respectively. Subsequent correlative observations between the findings of the 60°C concrete prism test with alkali application, and the solubility tests on the samples of specific grain fractions in 1 M KOH solution with defined NaCl addition, are very promising. In the case of exposed aggregate concrete, for example, the fraction-specific weighted excess SiO2 to in the eluate after 56 days with added 0.5 M.-% NaCl unrelated to the BET surface results in the same classification of the four aggregates examined as the expansions in the 60 °C concrete prism test with 3% NaCl solution. In addition, the expansions found in the 60 °C concrete prism test with 10% NaCl solution correlated with the weighted excess SiO2 in eluate with added 2 M.-% NaCl without relation to the BET surface. Only in the case of the concrete test in accordance with the Alkali Guidelines did the relationship of the excess SiO2 in the eluate to the BET surface prove to be productive. Due to the potential of the solubility test with added NaCl for the evaluation of alkali sensitivity of aggregates in road surface concrete, we recommend continuing with comparative tests between solubility tests of grain samples of the various fractions and the concrete tests in accordance with ARS O4/13 with the greatest possible number of aggregates and a precisely defined investigation scope. KW - LIBS KW - Betonfahrbahndecke KW - Alkali-Kieselsäure-Reaktion KW - Gesteinskörnung KW - Alkaliempfindlichkeit KW - 3D-CT KW - Tausalzeintrag PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:hbz:opus-bast-25832 UR - https://bast.opus.hbz-nrw.de/frontdoor/index/index/docId/2583 SN - 978-3-95606-648-1 SN - 0943-9323 VL - S 165 SP - 1 EP - 111 PB - Fachverlag NW in der Carl Ed. Schünemann KG CY - Bremen AN - OPUS4-54755 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Weise, Frank A1 - von Werder, Julia A1 - Manninger, Tanja A1 - Maier, Bärbel A1 - Fladt, Matthias A1 - Simon, Sebastian A1 - Gardei, Andre A1 - Höhnel, Desirée A1 - Pirskawetz, Stephan A1 - Meng, Birgit T1 - A multiscale and multimethod approach to assess and mitigate concrete damage due to alkali-silica reaction N2 - Alkali-silica reaction (ASR) is a chemical reaction within concrete which can lead over time to cracking and spalling. Due to the complexity of the problem, it still causes damage to concrete constructions worldwide. The publication aims to illustrate the interdisciplinary research of the German Federal Institute for Materials Research and Testing (BAM) within the last 20 years, considering all aspects of ASR topics from the macro to the micro level. First, methods for characterization and assessment of ASR risks and reaction products used at BAM are explained and classified in the international context. Subsequently the added value of the research approach by combining different, preferably nondestructive, methods across all scales is explained using specific examples from a variety of research projects. Aspects covered range from the development of new test-setups to assess aggregate reactivity, to analysis of microstructure and reaction products using microscopical, spectroscopical and X-ray methods, to the development of a testing methodology for existing concrete pavements including in-depth analysis of the visual damage indicator and the de-icing salt input using innovative testing techniques. Finally, research regarding a novel avoidance strategy that makes use of internal hydrophobization of the concrete mix is presented. KW - Mitigation strategies KW - Concrete KW - Damage analysis KW - Alkali silica reaction KW - Road pavement KW - Accelerated testing KW - Non-destructive testing KW - Microstructure PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:101:1-2022052515100075090235 DO - https://doi.org/10.1002/adem.202101346 SN - 1527-2648 VL - 24 IS - 6 SP - 1 EP - 36 PB - Wiley-VCH CY - Weinheim AN - OPUS4-54951 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Casperson, Ralf T1 - DICONDE für die Schienenprüfung N2 - Bei der zerstörungsfreien Prüfung verlegter Eisenbahnschienen werden die Rohdaten derzeit in proprietären Datenformaten gespeichert und auf Datenträgern zwischen den Prüfzügen und den auswertenden Stellen versendet. Die proprietären Datenformate sind in der Regel nur den Herstellern der Prüfsysteme bekannt und deren Dokumentation nicht allgemein zugänglich. Das Forschungsprojekt „Artificial Intelligence for Rail Inspection“ (AIFRI) erfordert den Austausch von Prüfdaten in einem offenen Format sowohl zwischen den Projektpartnern als auch die Veröffentlichung anonymisierter Daten ausgewählter Strecken aus dem Offenen Digitalen Testfeld (ODT). Wir haben uns in dem Projekt für die Verwendung der „Standard Practice for Digital Imaging and Communication in Nondestructive Evaluation“ (DICONDE) entschieden. DICONDE basiert auf dem medizinischen Standard „Digital Imaging and Communication in Medicine“ (DICOM) und wurde von ASTM an die ZfP angepasst. DICOM bzw. DICONDE ist nicht nur ein Datenformat, sondern beinhaltet auch Kommunikationsschnittstellen für die Auftragsvergabe, Datenübertragung und Abfrage gespeicherter Datensätze aus einem Archiv. In dem Vortrag werden DICOM und DICONDE vorgestellt, sowie die Verwendung von DICONDE für die Schienenprüfung im Projekt AIFRI näher erläutert. Es wird gezeigt, wie sich Prüfdaten, Prüfparameter, Streckeninformationen incl. Kilometertafeln und Geokoordinaten und Befunde in DICONDE kodieren lassen. T2 - 13. Fachtagung ZfP im Eisenbahnwesen CY - Erfurt, Germany DA - 12.03.2024 KW - DICONDE KW - Wirbelstromprüfung KW - Ultraschallprüfung KW - Schienenprüfung PY - 2024 AN - OPUS4-59663 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lozano Duarte, Daniel Hernando T1 - Modeling guided waves interacting with arbitrarily shaped inhomogeneities using SBFEM in combination with an extruded quadtree decomposition for 3D plates N2 - For structural health monitoring systems or non-destructive testing, it is crucial to study the interactions of ultrasonic-guided waves with inhomogeneities or damage in structural components. Simulation of these interactions poses a challenge. After the wave-damage interaction, the numerical model must reproduce features like mode conversion or wave scattering. Mathematically, damages are discontinuities in a computational domain, and each interacts diversely depending on its geometrical features. We propose a quadtree-based meshing in the current contribution to capture these geometrical characteristics. This kind of discretisation approach requires special techniques to couple cells of different sizes since, after a quadtree decomposition, the problem of so-called hanging nodes may arise. Transition elements based on high-order transfinite shape functions are used to solve this issue. The advantage is that these elements allow the correct coupling of the cells while retaining a high-order interpolation. Moreover, the reuse of the dynamic stiffness matrices can be exploited based on the similarity of the cells. This procedure renders the approach very efficient. Examples show the scattering characteristics of different guided wave modes after interacting with inhomogeneities and discontinuities in a plate. T2 - DAGA 2023 CY - Hamburg, Germany DA - 06.03.2023 KW - SBFEM KW - Quadtree KW - Image-based models KW - Wave-defect interaction PY - 2023 AN - OPUS4-59661 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lozano Duarte, Daniel Hernando T1 - Octree Meshes for Ultrasonic Guided Waves: Mortar coupling combined with the Scaled Boundary Finite Element Method in Prismatic Structures N2 - Ultrasonic guided waves interacting with complex geometrical features are of high interest in the SHM field. For example, investigations into the extent to which a small change in defect geometry affects wave propagation have applications in Probability of Detection and defect reconstruction. These fields have to be supported by numerical tools aiming to retrieve accurate and reliable results and, thus, more realistic modeling. Due to the short wavelengths of ultrasonic waves and the relatively large domains in which the waves propagate, fine grid resolution for the entire domain is usually not possible due to limited computational resources. One solution is to partition the domain into different subdomains and use a specific, efficient approach for each subdomain. This contribution shows a combination of methods that aims to study these wave defect interactions in an elastic media. Firstly we introduce high-order 3D meshes that can resolve very fine geometrical details and are based on an Octree discretisation technique that employs special transition shape functions to resolve the hanging nodes that may appear due to the nature of the method. Afterward, the Octree mesh is embedded in a prismatic wave-guide based on the semi-analytical formulation of the SBFEM in 3D. To couple the different domains, we employ the mortar method, which enforces the continuity of the wave field across the internal boundaries of the domains. Examples show the power of the approach especially when it comes to parametric analysis. T2 - YIC23 CY - Porto, Portugal DA - 19.06.2023 KW - Octrees KW - Sbfem KW - Ultrasound KW - Mortar method PY - 2023 AN - OPUS4-59662 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR T1 - Amts- und Mitteilungsblatt, Band 52, Heft 3 T3 - Amts- und Mitteilungsblatt der BAM - 3/2022 KW - Anerkennungen KW - Zulassungen KW - Richtlinien PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-558323 SN - 0340-7551 VL - 52 IS - 3 SP - 159 EP - 404 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-55832 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -