TY - JOUR A1 - Müller, M.E.H. A1 - Urban, K. A1 - Köppen, Robert A1 - Siegel, David A1 - Korn, U. A1 - Koch, Matthias T1 - Mycotoxins as antagonistic or supporting agents in the interaction between phytopathogenic Fusarium and Alternaria fungi N2 - The role of mycotoxins in the microbial competition in an ecosystem or on the same host plant is still unclear. Therefore, a laboratory study was conducted to evaluate the influence of mycotoxins on growth and mycotoxin production of Fusarium and Alternaria fungi. Fusarium culmorum Fc13, Fusarium graminearum Fg23 and two Alternaria tenuissima isolates (At18 and At220) were incubated on wheat kernels supplemented with alternariol (AOH), tetramic acid derivates (TeA), deoxynivalenol (DON) and zearalenone (ZEA) in an in vitro test system. Fungal biomass was quantified by determining ergosterol content. Three Fusarium toxins (DON, nivalenol and ZEA) and three Alternaria toxins (AOH, alternariol methyl ether (AME) and altenuene) were analysed by HPLC-MS/MS. If Alternaria strains grew in wheat kernels spiked with Fusarium mycotoxins, their growth rates were moderately increased, their AOH and AME production was enhanced and they were simultaneously capable of degrading the Fusarium mycotoxins DON and ZEA. In contrast, both Fusarium strains behaved quite differently. The growth rate of Fc13 was not distinctly influenced, while Fg23 increased its growth in wheat kernels spiked with AOH. TeA depressed the ergosterol content in Fc13 as well as in Fg23. The DON production of Fc13 was slightly depressed, whereas the ZEA production was significantly increased. In contrast, Fg23 restricted its ZEA production. Both Fusarium strains were not capable of degrading the Alternaria mycotoxin AOH. Mycotoxins might play an important role in the interfungal competitive processes. They influence growth rates and mycotoxin production of the antagonistic combatants. The observed effects between phytopathogenic Alternaria and Fusarium strains and their mycotoxins aid the understanding of the complexity of microbial competitive behaviour in natural environments. KW - Phytopathogen KW - Trichothecenes KW - Alternaria mycotoxins KW - Multi-mycotoxin analysis KW - Inter-fungal competition PY - 2015 DO - https://doi.org/10.3920/WMJ2014.1747 SN - 1875-0710 SN - 1875-0796 VL - 8 IS - 3 SP - 311 EP - 321 PB - Wageningen Academic Publishers CY - Wageningen AN - OPUS4-32849 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Meyerhofer, F. A1 - Dissinger, F. A1 - Weigert, Florian A1 - Jungclaus, J. A1 - Müller-Caspary, K. A1 - Waldvogel, S. R. A1 - Resch-Genger, Ute A1 - Voss, T. T1 - Citric Acid Based Carbon Dots with Amine Type Stabilizers: pHSpecific N2 - We report the synthesis and spectroscopic characteristics of two different sets of carbon dots (CDs) formed by hydrothermal reaction between citric acid and polyethylenimine (PEI) or 2,3-diaminopyridine (DAP). Although the formation of amide-based species and the presence of citrazinic acid type derivates assumed to be responsible for a blue emission is confirmed for both CDs by elemental analysis, infrared spectroscopy, and mass spectrometry, a higher abundance of sp2-hybridized nitrogen is observed for DAP-based CDs, which causes a red-shift of the n-π* absorption band relative to the one of PEI-based CDs. These CD Systems possess high photoluminescence quantum yields (QY) of ∼40% and ∼48% at neutral pH, demonstrating a possible tuning of the optical properties by the amine precursor. pH-Dependent spectroscopic studies revealed a drop in QY to < 9% (pH ∼ 1) and < 21% (pH ∼ 12) for both types of CDs under acidic and basic conditions. In contrast, significant differences in the pHdependency of the n-π* transitions are found for both CD types which are ascribed to different (de)protonation sequences of the CD-specific fluorophores and functional groups using Zeta potential analysis. KW - Fluorescence KW - Particle KW - Nano KW - Surface group analysis KW - Carbon dot KW - C-dot KW - Fluorescent probe KW - Quantum yield KW - Synthesis KW - IR KW - MS KW - Polymer KW - Ligand PY - 2020 DO - https://doi.org/10.1021/acs.jpcc.9b11732 VL - 124 IS - 16 SP - 8894 EP - 8904 PB - American Chemical Society AN - OPUS4-50813 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Unger, Brita A1 - Rurack, Knut A1 - Müller, Ralf A1 - Resch-Genger, Ute A1 - Buttke, K. T1 - Effects of the Sol-Gel Processing on the Fluorescence Properties of Laser Dyes in Tetraethoxysilane Derived Matrices N2 - Two fluorescent dyes were incorporated into sol-gel derived SiO2 matrices. The dye was added to SiO2 precursors of different degrees of pre-condensation and the spectroscopic properties of the immobilized dye were measured at various aging and drying stages of the resulting gels. The significant influence of the processing parameters on the spectroscopic properties is manifested in the relative intensity of a second red shifted emission band (550–560 nm), which was observed besides the typical coumarin emission band (495 nm). The appearance of this long wavelength emission might be attributed to dye aggregation or to other reactions with the ambient matrix forced by micro porosity phenomena. KW - Sol-gel KW - Precursor chemistry KW - Fluorescence properties KW - Optical solids PY - 2000 DO - https://doi.org/10.1023/A:1008768318418 SN - 0928-0707 SN - 1573-4846 VL - 19 SP - 799 EP - 802 PB - Kluwer Academic Publ. CY - Dordrecht AN - OPUS4-1080 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Werner A1 - Wöhlecke, Andreas A1 - Simon, Franz-Georg A1 - Biedermann, K. A1 - Bräcker, W. A1 - Engelmann, B. A1 - Zanzinger, H. T1 - Sind BAM-Zulassung und CE-Kennzeichnung im Wesentlichen gleichwertig? - Der Nachweis des Standes der Technik gemäß Deponieverordnung für Geotextilien und geotextilverwandte Produkte, Teil 2 N2 - Im ersten Teil dieses Aufsatzes wurde gezeigt, dass nur ein Teil der für den Deponiebau wesentlichen technischen Eigenschaften in den europäisch harmonisierten Bauproduktnormen DIN EN 13252 und DIN EN 13257, die der CE-Kennzeichnung der Geotextilien (GTX) und geotextilverwandten Produkte (GTP) zugrunde liegen, erfasst werden. Um eine im Wesentlichen vorhandene Gleichwertigkeit der Produkteigenschaften überhaupt abwägen zu können, müssen aber sämtliche relevanten Eigenschaften bekannt sein. Dies erfordert für CE-gekennzeichnete Produkte zusätzliche Prüfungen auf der Grundlage der DepV-Liste der Kriterien und Einwirkmechanismen (Anhang 1, Nummer 2.1.1, DepV). In diesem Teil werden die Tabellen C1 und C2 sowie die Tabelle D aus dem ersten Teil, in denen die Eigenschaften der harmonisierten europäischen Normen (hEN) den Anforderungen der DepV gegenübergestellt wurden, in technischer Hinsicht näher erläutert. N2 - A comparison of the harmonized technical specifications (in our case the harmonized European standards (hEN), namely DIN EN 13252 and DIN EN 13257), on which the CE-marking of geotextiles and geotextile-related products is based, with the German landfill ordinance (DepV) shows that only a few of the essential technical characteristics actually relevant for landfill constructions are considered in these standards. To be able to ponder about the equivalency of products with respect to their properties, all relevant properties have to be known. Therefore, additional tests based on the DepV-list of criteria and mechanisms of action (Annex 1, no. 2.1.1) are necessary for CE-marked products. This was discussed in the first part of this article. In this part, the tables C1, C2 and D of the first part, which listed and compared the requirements of the hEN and the DepV, are discussed in more technical details. KW - Deponieverordnung KW - BAM-Zulassung KW - Geokunststoffe KW - CE-Kennzeichnung PY - 2015 SN - 0027-2957 SN - 1863-9763 VL - 47 IS - 1 SP - 36 EP - 41 PB - Erich Schmidt CY - Berlin AN - OPUS4-32694 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Werner A1 - Biedermann, K. A1 - Engelmann, B. A1 - Wöhlecke, Andreas T1 - Geokunststoffe in der Deponietechnik im Licht der neuen Deponieverordnung N2 - Geokunststoffe sind aus dem Deponiebau nicht mehr wegzudenken. Die neue Deponieverordnung regelt daher im Anhang 1 auch deren Einsatz in Deponieabdichtungen. Die Produkte müssen mindestens 100 Jahre ihre Funktion erfüllen und weiteren Anforderungen nach dem Stand der Technik genügen. Dies muss der zuständigen Behörde gegenüber nachgewiesen werden. Grundsätzlich wird der Nachweis durch Vorlage einer Zulassung der BAM Bundesanstalt für Materialforschung und -prüfung geführt. Es gibt jedoch noch zwei andere Möglichkeiten: eine Deklaration auf der Grundlage einer geeigneten, harmonisierten europäischen Spezifikation und die Genehmigung im Einzelfall, wenn bestimmte Voraussetzungen erfüllt sind. Letzteres gilt nur für ausländische Produkte. Praktisch kommt in nächsten Jahren jedoch nur der Nachweis durch eine Zulassung in Betracht. Diese etwas komplizierten rechtlichen Vorgaben werden diskutiert. Auch das Zulassungsverfahren wird in der Deponieverordnung geregelt. Die Zulassungsbehörde soll in Zusammenarbeit mit einem Fachbeirat die Anforderungen an die Produkte, den fachgerechten Einbau und das Qualitätsmanagement festlegen. Auf das Zulassungsverfahren und technische Anforderungen wird in einem weiteren Aufsatz im nächsten Heft eingegangen. N2 - Geosynthetics are an essential tool for landfill engineering. Therefore, the German landfill ordinance regulates their application. The products have to fulfill their function for at least 100 years and to meet other basic requirements according to the state of the art. A proof of the fulfillment of these requirements has to be provided to the responsible landfill authorities. Basically a certification by the BAM Federal Institute for Materials Research and Testing is necessary. This may only be circumvented with a declaration based on a harmonized European technical specification, if this specification fully complies with the state of the art as given by the German landfill ordinance. Foreign products may be accepted if the regulations of their mother countries, according to which they were qualified as adequate, are essentially equivalent to the German regulations and state of the art. These quite complicated provisions are discussed. The certification procedure is described by the ordinance, as well. The certification guidelines and the installation requirements have to be worked out in cooperation with an advisory board of landfill experts. Technical details will be given in an additional paper in the next issue. KW - Deponieverordnung KW - Deponieabdichtungssysteme KW - BAM-Zulassung KW - Geokunststoffe PY - 2012 DO - https://doi.org/10.37307/j.1863-9763.2012.01.04 SN - 0027-2957 SN - 1863-9763 VL - 44 IS - 1 SP - 8 EP - 12 PB - Erich Schmidt CY - Berlin AN - OPUS4-25437 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Werner A1 - Biedermann, K. A1 - Engelmann, B. A1 - Wöhlecke, Andreas T1 - Das Zulassungsverfahren für Geokunststoffe im Deponiebau N2 - Die neue Deponieverordnung regelt im Anhang 1 auch den Einsatz von Geokunststoffen im Deponiebau. Deren Eignung muss der zuständigen Behörde gegenüber nachgewiesen werden. Auf die entsprechenden Regelungen wurde im ersten Teil dieses Aufsatzes eingegangen. Zumindest in den nächsten Jahren kommt nur ein Nachweis durch Vorlage einer Zulassung der BAM Bundesanstalt für Materialforschung und -prüfung in Betracht. Das Zulassungsverfahren wird in der Deponieverordnung geregelt. Die Zulassungsbehörde soll u.a. nicht nur ein bestimmtes Produkt auf der Grundlage von Zulassungsrichtlinien überprüfen, sondern auch in Zusammenarbeit mit einem Fachbeirat Anforderungen an den fachgerechten Einbau und das Qualitätsmanagement festlegen. Das Zulassungsverfahren und einige wesentliche technische Zulassungsanforderung, die für Kunststoffdichtungsbahnen, Schutzschichten, Geotextilien, Kunststoff-Dränelement, Bewehrungsgitter aus Kunststoff und Dichtungskontrollsysteme inzwischen erarbeitet und in Zulassungsrichtlinien beschrieben wurden, werden erläutert. KW - Deponieverordnung KW - Deponieabdichtungssysteme KW - BAM-Zulassung KW - Geokunststoffe PY - 2012 SN - 0027-2957 SN - 1863-9763 VL - 44 IS - 02 SP - 94 EP - 101 PB - Erich Schmidt CY - Berlin AN - OPUS4-25513 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Urs A1 - Miccoli, Lorenzo A1 - Malaga, K. T1 - A new grouting material for the repair of cracks in earthen structures N2 - Traditional earthen structures of cultural value are often damaged by static or dynamic loads. This is usually manifested by the appearance of cracks. All too often these cracks are insufficiently or inappropriately repaired if at all because of lack of knowledge and/or technology. In particular, the behavior of crack repair by grouting poses a challenge in earthen materials and demands specific requirements for the grouting mortar, such as low water content, good water retention, low shrinkage, etc. If dynamic loads, e.g. induced by earthquakes, are expected, the grouting material requires additional specifications such as a compatible strength and modulus of elasticity as well as good adhesion to the earthen materials. The study presents results from the development of a grouting material based on hydraulic lime mortar suitable for the repair of cracks in a variety of earthen building techniques. The goal was to develop a material also compatible with earthen structures exposed to dynamic load. The grouting mortar was designed to be adaptable in strength properties and at the same time to have sufficient robustness for the use on the construction site. First results show a satisfactory performance of the grout concerning fresh and hardened mortar properties as well as injectability. The study is part of our work in the framework of the ongoing project NIKER, funded by the European Commission dealing with improving imovable Cultural Heritage assets against the risk of earthquakes. T2 - Terra 2012 - 11th International conference on the study and conservation of earthen architecture heritage CY - Lima, Peru DA - 22.04.2012 KW - Cracks KW - Grouting KW - Lime mortar KW - Earthen Structures KW - Cracks repair PY - 2012 SN - 978-9972-2885-5-5 IS - Theme 6 - t6_059 SP - 1 EP - 10 AN - OPUS4-30381 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Werner A1 - Wöhlecke, Andreas A1 - Simon, Franz-Georg A1 - Biedermann, K. A1 - Bräcker, W. A1 - Engelmann, B. A1 - Zanzinger, H. T1 - Sind BAM-Zulassung und CE-Kennzeichnung im Wesentlichen gleichwertig - Der Nachweis des Standes der Technik gemäß Deponieverordnung für Geotextilien und geotextilverwandte Produkte, Teil 1 N2 - In absehbarer Zeit werden CE-gekennzeichnete Geovliesstoffe, Geogewebe, geosynthetische Dränelemente und Geogitter aus Kunststoff erhältlich sein, bei denen die CE-Leistungserklärung den Hinweis enthält 'dauerhaft für bis zu 100 Jahre' oder sogar 'dauerhaft für mindestens 100 Jahre'. Hersteller, Bauherren, Planer und zuständige Behörden werden sich daher die Frage stellen, ob diese Produkte auf der Grundlage von Anhang 1 Nummer 2.1 Satz 7 Ziffer 1 der Deponieverordnung (DepV) im Deponiebau auch ohne Zulassung verwendet werden dürfen. Ein Vergleich der europäisch harmonisierten Bauproduktnormen DIN EN 13252 und DIN EN 13257, die der CE-Kennzeichnung der Geotextilien und geotextilverwandten Produkte zugrunde liegen, mit den Anforderungen der DepV zeigt nun aber, dass nur ein Teil der für den Deponiebau wesentlichen technischen Eigenschaften in diesen Normen erfasst werden. Daher sind für CE gekennzeichnete Produkte zusätzliche Prüfungen auf der Grundlage der DepV-Liste der Kriterien und Einwirkmechanismen erforderlich. Die in den Produktnormen beschriebene Qualitätssicherung ist nach Anhang 1 Nummer 2 Satz 14 ff der DepV ebenfalls für die Gleichwertigkeit nicht ausreichend. Eine CE-Kennzeichnung ist deshalb noch kein Nachweis, dass die Produkte dem Stand der Technik nach der DepV entsprechen und die Eigenschaften der Produkte den geforderten Eigenschaften im Wesentlichen gleichwertig sind, auch wenn mit Bezug auf den Anhang B der genannten Normen deren Dauerhaftigkeit für 100 Jahre vom Hersteller deklariert wird.---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- In the near future, CE-marked woven and nonwoven geotextiles, geocomposite drains and geogrids will be available on the market, whose declaration of performance will contain the qualification 'predicted service life up to 100 years' or even 'predicted service life minimum 100 years'. Manufacturer, principals and their design engineers as well as the responsible authorities will have to deal with the question, whether such products can be used on the basis of Annex 1, no. 2.1, sentence 7, cipher 1 of the German landfill ordinance (DepV) as components of landfill liner and capping systems. A comparison of the harmonized European standards hEN 13252 and 13257, on which the CE-marking of geotextiles and geotextile-related products is based, with the DepV, shows that only a few of the essential technical characteristics actually relevant for landfill constructions are considered in these standards. Therefore, additional tests based on the DepV-list of criteria and mechanisms of action are necessary for CE-marked products. Requirements on quality managements in the hEN are likewise not adequate for essential equivalence with respect to annex 1, No. 2.1, sentence 14 ff, DepV. Therefore, CE-marking is actually no proof of the fulfilment of the state of the techno logy according to the DepV and of the essential equivalence of product properties to the required properties, albeit the declaration of performance indicates a predicted service life of 100 years. KW - Deponieverordnung KW - BAM-Zulassung KW - Geokunststoffe KW - CE-Kennzeichnung PY - 2014 SN - 0027-2957 SN - 1863-9763 VL - 46 IS - 12 SP - 680 EP - 688 PB - Erich Schmidt CY - Berlin AN - OPUS4-32466 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, I. A1 - Moll, J. A1 - Kexel, C. A1 - Schubert, L. A1 - Tschöke, K. A1 - Prager, Jens A1 - Lugovtsova, Yevgeniya A1 - Bach, M. A1 - Vogt, T. T1 - SHM using Guided Waves – Recent Activities and Advances in Germany N2 - Issues that prevent Structural Health Monitoring (SHM) based on Guided Waves (GW) from being a part of today’s monitoring solutions in industry are not all obvious to the scientific community. To uncover and overcome these issues, scientists working on SHM and GW problems joined in an expert committee under the patronage of the German Society for Non-Destructive Testing. An initiated online survey among more than 700 experts and users reveals the hurdles hindering the practical application of GWbased SHM. Firstly, methods for proof of reliability of SHM approaches are missing. Secondly, detailed understanding of phenomenological described wave-damage interactions is needed. Additionally, there are significant unsolved implementation issues and unsolved problems of signal processing including handling of environmental influences. To enable substantial proof of reliability without unaffordable experimental effort also efficient simulation tools including realistic damage interaction are needed, enabling the joint use of experimental and simulated data to predict the capabilities of the Monitoring system. Considering these issues, the committee focusses on simulation, signal processing, as well as probability of detection and standardization. In the presented work, recent activities of the expert committee starting with survey results are summarized. An open access data basis of life-like measurements is presented to allow testing and comparison of signal processing and simulation algorithms. Finally, a strategy for efficient proof of reliability increasing the acceptance of SHM in industry and for successful Integration of SHM into real-world engineering structures is proposed. T2 - The 12th International Workshop on Structural Health Monitoring (IWSHM) CY - Stanford, California, USA DA - 10.09.2019 KW - Structural Health Monitoring KW - Ultrasonic Guided Waves KW - Non-Destructive Testing KW - Survey KW - Probability of Detection KW - Reliability PY - 2019 SP - 1 EP - 10 AN - OPUS4-49232 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Cant, D. J. H. A1 - Minelli, C. A1 - Sparnacci, K. A1 - Müller, Anja A1 - Kalbe, H. A1 - Stoger-Pollach, M. A1 - Unger, Wolfgang A1 - Werner, W. S. M. A1 - Shard, A. G. T1 - Surface-Energy Control and Characterization of Nanoparticle Coatings N2 - Accurate and reproducible measurement of the structure and properties of high-value nanoparticles is extremely important for their commercialization. A significant proportion of engineered nanoparticle systems consist of some form of nominally core-shell structure, whether by design or unintentionally. Often, these do not form an ideal core-shell structure, with typical deviations including polydispersity of the core or shell, uneven or incomplete shells, noncentral cores, and others. Such systems may be created with or without intent, and in either case an understanding of the conditions for formation of such particles is desirable. Precise determination of the structure, composition, size, and shell thickness of such particles can prove challenging without the use of a suitable range of characterization techniques. Here, the authors present two such polymer core-shell nanoparticle systems, consisting of polytetrafluoroethylene cores coated with a range of thicknesses of either polymethylmethacrylate or polystyrene. By consideration of surface energy, it is shown that these particles are expected to possess distinctly differing coating structures, with the polystyrene coating being incomplete. A comprehensive characterization of these systems is demonstrated, using a selection of complementary techniques including scanning electron microscopy, scanning transmission electron microscopy, thermogravimetric analysis, dynamic light scattering, differential centrifugal sedimentation, and X-ray photoelectron spectroscopy. By combining the results provided by these techniques, it is possible to achieve superior characterization and understanding of the particle structure than could be obtained by considering results separately. KW - Nanoparticles KW - Core-shell KW - XPS KW - Size KW - Thickness KW - Damage PY - 2020 DO - https://doi.org/10.1021/acs.jpcc.0c02161 VL - 124 IS - 20 SP - 11200 EP - 11211 PB - ACS CY - Washington DC AN - OPUS4-50899 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Anja A1 - Sparnacci, K. A1 - Unger, Wolfgang A1 - Tougaard, S. T1 - Determining nonuniformities of core-shell nanoparticle coatings by analysis of the inelastic background of X-ray photoelectron spectroscopy survey spectra N2 - Most real core-shell nanoparticle (CSNP) samples deviate from an ideal core-shell structure potentially having significant impact on the particle properties. An ideal structure displays a spherical core fully encapsulated by a shell of homogeneous thickness, and all particles in the sample exhibit the same shell thickness. Therefore, analytical techniques are required that can identify and characterize such deviations. This study demonstrates that by analysis of the inelastic background in X-ray photoelectron spectroscopy (XPS) survey spectra, the following types of deviations can be identified and quantified: the nonuniformity of the shell thickness within a nanoparticle sample and the incomplete encapsulation of the cores by the shell material. Furthermore, CSNP shell thicknesses and relative coverages can be obtained. These results allow for a quick and straightforward comparison between several batches of a specific CSNP, different coating approaches, and so forth. The presented XPS methodology requires a submonolayer distribution of CSNPs on a substrate. Poly(tetrafluoroethylene)-poly(methyl methacrylate) and poly(tetrafluoroethylene)-polystyrene polymer CSNPs serve as model systems to demonstrate the applicability of the approach. KW - Core-shell KW - Nanoparticles KW - Inelastic background KW - Polymers KW - QUASES KW - XPS PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-511315 DO - https://doi.org/10.1002/sia.6865 SN - 0142-2421 SN - 1096-9918 VL - 52 SP - 1 EP - 8 PB - Wiley CY - Chichester AN - OPUS4-51131 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -