TY - JOUR A1 - Ribar, A. A1 - Huber, S. E. A1 - Smiałek, M. A. A1 - Tanzer, K. A1 - Neustetter, M. A1 - Schürmann, Robin A1 - Bald, Ilko A1 - Denifl, S. T1 - Hydroperoxyl radical and formic acid formation from common DNA stabilizers upon low energy electron attachment N2 - 2-Amino-2-(hydroxymethyl)-1,3-propanediol (TRIS) and ethylene-diaminetetraacetic acid (EDTA) are key components of biological buffers and are frequently used as DNA stabilizers in irradiation studies. Such surface or liquid phase studies are done with the aim to understand the fundamental mechanisms of DNA radiation damage and to improve cancer radiotherapy. When ionizing radiation is used, abundant secondary electrons are formed during the irradiation process, which are able to attach to the molecular compounds present on the surface. In the present study we experimentally investigate low energy electron attachment to TRIS and methyliminodiacetic acid (MIDA), an analogue of EDTA, supported by quantum chemical calculations. The most prominent dissociation channel for TRIS is through hydroperoxyl radical formation, whereas the dissociation of MIDA results in the formation of formic and acetic acid. These compounds are well-known to cause DNA modifications, like strand breaks. The present results indicate that buffer compounds may not have an exclusive protecting effect on DNA as suggested previously. KW - DEA KW - DNA KW - Low energy electrons KW - Mass spectrometry PY - 2018 UR - http://pubs.rsc.org/en/content/articlepdf/2018/cp/c7cp07697e DO - https://doi.org/10.1039/c7cp07697e VL - 20 IS - 8 SP - 5578 EP - 5585 PB - Royal Society of Chemistry AN - OPUS4-44703 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Experimental investigations on the fatigue resistance of automatically welded tubular X-joints for jacket support structures N2 - The development within the offshore wind sector towards more powerful turbines combined with increasing water depth for new wind parks is challenging both the designer as well as the manufacturer of bottom fixed support structures. Besides XL-monopiles, the market developed an innovative and economic jacket support structure which is based on automatically manufactured tubular joints combined with standardized pipes. Besides the improvements for a serial manufacturing process the automatically welded tubular joints show a great potential in terms of fatigue resistance e.g. due to a smooth weld geometry without sharp notches. However, these benefits are not considered yet within the fatigue design process of automatically manufactured jacket substructures according to current standards due to the lack of suitable S-N curves. Therefore, 32 axial fatigue tests on single and double-sided automatically welded tubular X-joints have been performed to determine a new hot spot stress related S-N curve. Based on these constant amplitude fatigue tests a new S-N curve equal to a FAT 126 curve was computed which implicitly includes the benefits of the automatically welding procedure. T2 - EERA Deep Wind 2020 CY - Trondheim, Norway DA - 15.01.2020 KW - Notch stress approach KW - Fatigue tests KW - Automated manufacturing KW - Tubular X-joints KW - Structural stress approach PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-518509 DO - https://doi.org/10.1088/1742-6596/1669/1/012022 VL - 1669 SP - 012022 PB - IOP Publishing Ltd AN - OPUS4-51850 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Quantifizierung der Einflüsse aus Fertigungsautomatisierung und Innenschweißen auf die Ermüdungsfestigkeit von Hohlprofilknoten für Offshore-Windenergieanlagen T1 - Quantifying the effects of manufacturing automation and internal welding on the fatigue resistance of circular hollow section joints for offshore wind energy converters N2 - Die Entwicklung in der Offshore-Windenergie hin zu größeren, leistungsstärkeren An-lagentypen sowie die zeitgleich zunehmenden Wassertiefen der projektierten Wind-parks stellt u. a. Designer und Fertiger der Gründungsstrukturen von Windenergiean-lagen vor wachsende Herausforderungen. Neben dem Gründungskonzept der XL-Monopiles rückt wegen der Kombination aus dem vergleichsweise geringen Materialverbrauch bei gleichzeitig hoher Steifigkeit, auch die Jacketgründung in den Fokus. Der Fertigungsaufwand der Jackets ist verglichen mit Monopiles groß; kann jedoch durch die Nutzung von Standardrohren mit automatisiert gefertigten Jacketknoten reduziert werden. Vor diesem Hintergrund beschreibt der vorliegende Forschungsbericht den Fertigungs-prozess zum automatisierten Schweißen von X-förmigen Hohlprofilknoten für Jacket-Gründungsstrukturen von Offshore-Windenergieanlagen. Ein weiteres wesentliches Ziel dieses Vorhabens war die konsequente Digitalisierung der schweißtechnischen Fertigungskette während der automatisierten Schweißung der X-Knoten. Die so ge-speicherten Prozessparameter können zum einen als Grundlage einer Qualitätskon-trolle dienen, zum anderen ermöglichen sie eine vollständige Nachverfolgbarkeit der automatisiert gefertigten Rohrknoten. Der zweite maßgebend in diesem Bericht behandelte Aspekt umfasst die Quantifizie-rung der Einflüsse aus Fertigungsautomatisierung und Innenschweißen auf die Ermü-dungsfestigkeit der Hohlprofilknoten auf Basis serieller Ermüdungsversuche. Dazu wurden im Projekt zwei Serien mit jeweils 16 Schwingversuchen an ein- und doppel-seitig automatisiert geschweißten X-Knoten durchgeführt und entsprechende Struktur-spannungswöhlerlinien für die automatisiert gefertigten X-Knoten bestimmt. Die Ergebnisse dieser Ermüdungsversuche werden abschließend in numerischen Untersuchungen auf Basis der Strukturspannungs- und des Kerbspannungskonzeptes gegenübergestellt, um die Prognosefähigkeit beider Konzepte für die ermüdungs-kritischen Bereiche des X-Knotens bewerten zu können. Durch die im Forschungsvorhaben durchgeführten schweißtechnischen, experimen-tellen und numerischen Analysen konnte das Potential automatisiert gefertigter Rohr-knoten hinsichtlich Reproduzierbarkeit und Ermüdungsverhalten quantifiziert werden. Zusätzlich konnte der Einfluss der inneren Schweißnaht auf die Ermüdungsfestigkeit bewertet werden. N2 - The development within the offshore wind sector towards more powerful turbines combined with increasing water depth for new wind parks is challenging both the designer as well as the manufacturer of bottom fixed support structures. Besides XL-monopiles, the market developed an innovative and economic jacket support structure, which is based on automatically manufactured tubular joints combined with standardized pipes. Besides the improvements for a serial manufacturing process the automatically welded tubular joints show a great potential in terms of fatigue resistance e.g. due to a smooth weld geometry without sharp notches. However, these benefits are not considered yet within the fatigue design process of automatically manufactured jacket substructures according to standards and guidelines due to the lack of suitable S-N curves. Therefore, within this research project the automatically welding process of tubular joints for jacket support structures of offshore wind energy turbines was developed. Additionally, the project was focused on a consistent digitalization of the welding production chain during the automated welding of the X-joints. These stored process parameters can then serve as the basis for quality checks and a complete traceability of the automatically produced tubular joints is enabled. The second aspect dealt within this report is the quantification of the effects of production automation and internal welding on the fatigue resistance of the tubular joints by performing serial fatigue tests. For this purpose, two series each with 16 fatigue tests on single- and double-sided automatically welded X-joints were carried out in the project to determine structural stress based S-N curves for the automatically welded X-joints. The results of these fatigue tests are then compared to numerical investigations based on the structural stress as well as notch stress approach. The outcomes are then compared to evaluate the capability of both approaches for the prediction of the fatigue-critical locations within the X-joints. Based on the analysis of the welding procedure as well as the experimental and numerical investigations within this research project, the potential of automatically manufactured tubular joints with regard to reproducibility and fatigue behaviour was investigated. In addition, the effects of an inner root layer on the fatigue resistance was evaluated. KW - Lightweight Design KW - Jacket Support Structures KW - Fatigue KW - Arc Welding Automation KW - Offshore Wind PY - 2020 UR - https://shop.stahldaten.de/produkt/p-1178-quantifizierung-der-einfluesse-aus-fertigungsautomatisierung-und-innenschweissen-auf-die-ermuedungsfestigkeit-von-hohlprofilknoten-fuer-offshore-windenergieanlagen SN - 978-3-946885-79-5 VL - Bericht P1178 SP - 1 EP - 189 AN - OPUS4-51855 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schaumann, P. A1 - Schürmann, K. A1 - Dänekas, C. A1 - Rethmeier, Michael A1 - Schippereit, Christian A1 - Pittner, Andreas T1 - Automatisierte Fertigung von Hohlprofilknoten für Jacket-Gründungsstrukturen T1 - Automated manufacturing of tubular joints for jacket support structures - Description of the welding process chain as well as integration of the process parameters within the fatigue design N2 - The development within the offshore wind energy sector towards more powerful turbines combined with increasing water depth for new wind parks is challenging both, the designer as well as the manufacturer of support structures. Besides XL-monopiles the jacket support structure is a reasonable alternative due to the high rigidity combined with low material consumption. However, the effort for manufacturing of the hollow section joints reduces the economic potential of jacket structures significantly. Therefore, a changeover from an individual towards a serial production based on automated manufactured tubular joints combined with standardized pipes must be achieved. Hence, this paper addresses the welding process chain of automated manufactured tubular joints including digitization of the relevant manufacturing parameters such as laser scanning of the weld seam geometry. Additionally, a methodology for the computation of the notch radius as well as the weld seam angle is presented based on the scanned profiles of three analysis points of an automated manufactured tubular X-joint. Subsequently, these parameters are considered within the notch stress approach based fatigue design and their impact is quantified by a comparison with the structural stress approach using equivalent stress concentration factors. KW - Hohlprofilknoten KW - Tubular joints KW - Automatisierte Fertigung KW - Digitalisierung KW - Schweißnahtgeometrie KW - Kerbspannungskonzept KW - Äquivalente Spannungskonzentrationsfaktoren KW - Automated manufacturing KW - Digitization KW - Weld seam geometry KW - Notch stress approach KW - Equivalent stress concentration factors PY - 2018 DO - https://doi.org/10.1002/stab.201810017 SN - 0038-9145 SN - 1437-1049 VL - 87 IS - 9 SP - 897 EP - 909 PB - Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG CY - Berlin AN - OPUS4-46633 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Automatically Welded Tubular X-Joints - Welding Procedure and Prediction of the Technical Fatigue Crack Location N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper ad-dresses the welding process of automated manufactured tubular X-joints. Additionally, fatigue tests of the automatically welded tubular joints are presented focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch con-sidering the structural stress approach as well as the notch stress ap-proach. T2 - 29th International Ocean and Polar Engineering Conference CY - Honolulu, Hawaii, USA DA - 16.06.2019 KW - Notch stress approach KW - Tubular X-joints KW - Automated manufacturing KW - Fatigue tests KW - Structural stress approach PY - 2019 SN - 978-1-880653-85-2 SP - 4098 EP - 4105 AN - OPUS4-51848 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Prediction of the Initial Fatigue Crack Location of Automatically Welded Tubular Joints for Jacket Support Structures N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints com-bined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatical-ly welded tubular X-joints focusing on the location of the technical fatigue crack. For this X-joint, the detect-ed location of the technical crack is then compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Additionally, the fatigue prone hot spot according to both approaches is compared for a typical offshore jacket double-K-joint to emphasize the significance of the presented outcomes for the existing offshore structures. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC) CY - Cape Town, SOUTH AFRICA DA - 02.09.2019 KW - Lightweight Design KW - Jacket Support Structures KW - Arc Welding Automation KW - Fatigue KW - Offshore Wind PY - 2019 SN - 978-1-138-38696-9 DO - https://doi.org/10.1201/9780429426506-100 VL - 2019 SP - 575 EP - 580 AN - OPUS4-51847 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Automatically Welded Tubular X Joints for Jacket Substructures – Prediction of the Technical Fatigue Crack Location N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatically welded tubular X-joints focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - Nordic Steel 2019 CY - Copenhagen, Denmark DA - 18.09.2019 KW - Automated arc welding KW - Fatigue tests KW - Tubular X-joints KW - Technical crack detection KW - Local fatigue approaches PY - 2019 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-518490 DO - https://doi.org/10.1002/cepa.1140 VL - 3 IS - 3-4 SP - 823 EP - 828 PB - Wiley-VCH Verlag GmbH on behalf of Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG CY - Berlin AN - OPUS4-51849 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schürmann, K. T1 - Fatigue resistance of automatically welded tubular X-joints for jacket support structures N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints com-bined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatical-ly welded tubular X-joints focusing on the location of the technical fatigue crack. For this X-joint, the detect-ed location of the technical crack is then compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Additionally, the fatigue prone hot spot according to both approaches is compared for a typical offshore jacket double-K-joint to emphasize the significance of the presented outcomes for the existing offshore structures. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - 9th International Conference Offshore Foundations CY - Bremen, Germany DA - 09.07.2019 KW - Notch stress approach KW - Fatigue tests KW - Automated manufacturing KW - Tubular X-joints KW - Structural stress approach PY - 2019 AN - OPUS4-51874 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schürmann, K. T1 - Prediction of the Initial Fatigue Crack Location of Automatically Welded Tubular Joints for Jacket Support Structures N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints com-bined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatical-ly welded tubular X-joints focusing on the location of the technical fatigue crack. For this X-joint, the detect-ed location of the technical crack is then compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Additionally, the fatigue prone hot spot according to both approaches is compared for a typical offshore jacket double-K-joint to emphasize the significance of the presented outcomes for the existing offshore structures. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC) CY - Cape Town, SOUTH AFRICA DA - 02.09.2019 KW - Arc welding automation KW - Fatigue tests KW - Tubular X-joints KW - Technical crack detection KW - Local fatigue approaches PY - 2019 AN - OPUS4-51872 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schürmann, K. T1 - Automatically Welded Tubular X-Joints –Welding Procedure and Prediction of the Technical Fatigue Crack Location N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper ad-dresses the welding process of automated manufactured tubular X-joints. Additionally, fatigue tests of the automatically welded tubular joints are presented focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. T2 - ISOPE-2019 Honolulu Conference The 29th International Ocean and Polar Engineering Conference CY - Honolulu, Hawaii, USA DA - 16.06.2019 KW - Notch stress approach KW - Tubular X-joints KW - Automated manufacturing KW - Fatigue tests KW - Structural stress approach PY - 2019 AN - OPUS4-51870 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schürmann, K. T1 - Automatically Welded Tubular X-Joints for Jacket Substructures – Prediction of the Technical Fatigue Crack Location N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatically welded tubular X-joints focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Besides, the welding process of the automated manufactured tubular X-joints is presented. T2 - Nordic Steel 2019 CY - Copenhagen, Denmark DA - 18.09.2019 KW - Arc welding automation KW - Tubular X-joints KW - Fatigue tests KW - Technical crack detection KW - Local fatigue approaches PY - 2019 AN - OPUS4-51871 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schaumann, P. A1 - Schürmann, K. A1 - Pittner, Andreas A1 - Rethmeier, Michael T1 - Automatically Welded Tubular X-Joints for Jacket Substructures N2 - To increase the competitiveness of jacket substructures compared to monopiles a changeover from an individual towards a serial jacket production based on automated manufactured tubular joints combined with standardized pipes has to be achieved. Therefore, this paper addresses fatigue tests of automatically welded tubular X-joints focusing on the location of the technical fatigue crack. The detected location of the technical crack is compared to numerical investigations predicting the most fatigue prone notch considering the structural stress approach as well as the notch stress approach. Besides, the welding process of the automated manufactured tubular X-joints is presented. KW - Tubular X-joints KW - Fatigue tests KW - Technical crack detection KW - Local fatigue spproaches PY - 2019 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-513228 DO - https://doi.org/10.1002/cepa.1140 VL - 3 IS - 3-4 SP - 823 EP - 828 PB - Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG CY - Berlin AN - OPUS4-51322 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schürmann, Robin Mathis A1 - Tsering, Thupten A1 - Tanzer, Katrin A1 - Denifl, Stephan A1 - Kumar, S.V.K. A1 - Bald, Ilko T1 - Resonant Formation of Strand Breaks in Sensitized Oligonucleotides Induced by Low-Energy Electrons (0.5–9 eV) N2 - Halogenated nucleobases are used as radiosensitizers in cancer radiation therapy, enhancing the reactivity of DNA to secondary low-energy electrons (LEEs). LEEs induce DNA strand breaks at specific energies (resonances) by dissociative electron attachment (DEA). Although halogenated nucleobases show intense DEA resonances at various electron energies in the gas phase, it is inherently difficult to investigate the influence of halogenated nucleobases on the actual DNA strand breakage over the broad range of electron energies at which DEA can take place (<12 eV). By using DNA origami nanostructures, we determined the energy dependence of the strand break cross-section for oligonucleotides modified with 8-bromoadenine ((8Br)A). These results were evaluated against DEA measurements with isolated (8Br)A in the gas phase. Contrary to expectations, the major contribution to strand breaks is from resonances at around 7 eV while resonances at very low energy (<2 eV) have little influence on strand breaks. KW - Dissociative electron attachment KW - DNA damage KW - DNA nanotechnology KW - Low energy electrons PY - 2017 DO - https://doi.org/10.1002/anie.201705504 SN - 1433-7851 SN - 1521-3773 VL - 56 IS - 36 SP - 10952 EP - 10955 PB - Wiley AN - OPUS4-41850 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schürmann, Robin A1 - Tsering, Thupten A1 - Tanzer, Katrin A1 - Denifl, Stephan A1 - Kumar, S.V.K. A1 - Bald, Ilko T1 - Resonante Bildung von Strangbrüchen in sensibilisierten Oligonukleotiden induziert durch niederenergetische Elektronen (0.5–9.0 eV) N2 - In der Krebs-Strahlentherapie werden halogenierte Nukleinbasen als Radiosensibilisatoren eingesetzt, um die Reaktivität der DNA gegenüber niederenergetischen Elektro- nen (NEEs) zu erhöhen. NEEs erzeugen DNA-Strangbrüche bei spezifischen Energien (Resonanzen) durch dissoziative Elektronenanlagerung (DEA). Obwohl halogenierte Nukle- inbasen intensive DEA-Resonanzen bei verschiedenen Elek-tronenenergien in der Gasphase aufweisen, kann der Einfluss der halogenierten Nukleinbasen auf tatsächliche DNA-Strangbrüche grundsätzlich nur schwer über den Energiebereich, in dem DEA stattfindet (< 12 eV), untersucht werden. Mithilfe von DNA-Origami-Nanostrukturen haben wir die Energieabhängigkeit der Wirkungsquerschnitte für DNA-Strangbrüche von Oligonukleotiden bestimmt, die mit 8- Bromadenin (8BrA) modifiziert wurden. Diese Ergebnisse wurden mit DEA-Messungen an isoliertem 8BrA in der Gas-phase verglichen. Entgegen der Erwartungen wird der Großteil der Strangbrüche durch Resonanzen um 7 eV hervorgerufen, wohingegen der Einfluss von Resonanzen bei sehr niedrigen Energien (< 2eV) auf die Strangbrüche gering ist. KW - DNA Schäden KW - Niederenergetische Elektronen KW - DNA Nanotechnologie KW - Dissoziative Elektronen Anlagerung PY - 2017 DO - https://doi.org/10.1002/ange.201705504 SN - 1521-3757 SN - 0044-8249 VL - 129 IS - 36 SP - 11094 EP - 11098 PB - Wiley AN - OPUS4-41851 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -