TY - GEN A1 - Albers, K. A1 - Müller, Werner ED - Ramke, Hans-Günter ED - Witt, Karl-Josef ED - Bräcker, Wolfgang ED - Tiedt, Michael T1 - Kunststoffdichtungsbahnen als Abdichtungselement in Oberflächenabdichtungssystemen T2 - Höxteraner Berichte zu angewandten Umweltwissenschaften - Anforderungen an Deponie-Oberflächenabdichtungssysteme T2 - Status-Workshop "Anforderungen an Deponie-Oberflächenabdichtungssysteme" CY - Höxter, Deutschland DA - 2006-11-30 KW - Kunststoffdichtungsbahnen KW - Deponien KW - Zulassungen PY - 2007 SN - 3-9807985-5-0 VL - 06 SP - 65 EP - 85 CY - Höxter AN - OPUS4-16079 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auster, Jürgen A1 - Müller, Karsten A1 - Gründer, K.-P. T1 - Dynamic impact tests on materials & components of RAM packages - Advanced experimental and measurement methods T2 - Proceedings of the 18th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 N2 - In accident scenarios of transport packages or hypothetical crashes of containers in a storage facility or repository, the materials resistance against dynamic failure of the involved components is a deciding factor for package and container integrity during the handling, transport and storage for each type of radioactive material. For example, different dynamic impact tests on containers and components like lid sealing systems and specimens made of ductile cast iron and shock-absorbing materials are carried out by BAM. In order to perform dynamic impact tests with packages and its parts BAM operates two free-fall drop test facilities with maximum capacities of 200 t and 55 t, and a test bench for guided drop tests. This latter drop test machine enables a clearly specified component loading by a precisely positioned test object or drop weight and has been used recently for numerous investigations. The paper gives an overview of the wide range of experimental testing methods carried out within guided Impact and bending tests. Examples of methodological challenges are presented, especially such experimental analysis of dynamic impact conditions. In addition to known applied methods of dynamic, non-contact displacement measurements like high-speed 3-D surface deformation a recently patented 2-D tracking method is presented. By means of in-situ determination of fracture parameters with relevance to the materials stress intensity factor, the method has been successfully applied for a typical specimen geometry. Also shown are the possibility of detecting in-situ He-leakage rates on laterally impact loaded lid sealing systems as well as a method of acceleration sensor-temperature control under test conditions in the low temperature range. T2 - 18th International Symposium on the Packaging and Transportation of Radioactive Materials PATRAM 2019 CY - New Orleans, LA, USA DA - 04.08.2019 KW - Dynamic impact tests KW - Materials KW - RAM packages KW - Advanced experimental KW - Measurement methods PY - 2019 SP - Paper 1374, 1 EP - 10 AN - OPUS4-49067 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Chabrelie, A. A1 - Müller, Urs A1 - Scrivener, K.L. ED - Palomo, Á. ED - Zaragoza, A. ED - Agüí, J. C. L. T1 - Mechanisms of degradation of concrete by external sufate ions under laboratory and field conditions T2 - 13th International congress on the chemistry of cement - XIII ICCC (Proceedings) N2 - The durability of concrete is a major challenge for the construction, which devotes one third to one half of its annual investment to building maintenance. The lack of fieid data regarding concrete durability, especially in the case of exposure to Sulfate ions (“sulfate attack”) makes it dijficult to determine the appropriate fest methods andperformance criteria. Additionally, the increased use of sustainable blends (cement with mineral admixtures, typically slag from the iron industiy) suffers from a lack of experience regarding their long-term performance. Most results for sulfate resistance are derived from accelerated laboratoiy tests xvhere performance criteria are based only on macroscopic properties, especially expansion. To fill this gap and better widerstand the mechanisms of sulfate attack under real conditions, a parallel study of laboratoiy micro-concrete and fieid concrete samples under sulfate exposure was undertaken, focussing on microstructural changes in addition to the conventional macroscopic characterisation. Four exposure regimes were designed in the laboratoiy: full immersion (ponding), pH-control, semi-immersion and wet/diy cycles. Pure Portland blends and slag blends witli high level of slag replacement (70 wt.-%) were investigated. The exposure regime has been found to play a major role in the damage process. In ponding conditions, the damage process takes place in three stages characterised by a first period of induction, followed by surface damage thatfinally extends to the bulle of the material. Paradoxically, the w/c-ratio does not seem to have much impact on the ionic transport phenomena but might be more decisive in the microstructure mechanical strength against local stresses. The slag blends, considered as sulfate resistant in ponding exposure, revealed badperformances under wet/diy cycles. This beliaviour was attributed to poor proper physical resistance of the slag hydrates against diying. The fieid concretes selected for the comparison with the laboratoiy cases were partially buried in a sulfate-enriched soil in Argentina. A pure Portland blend and a slag blends with high level of slag replacement (80 wt.-%) were investigated. The submerged part of the samples could be compared to the laboratoiy ponding exposure, wliile the upper layer of the samples subjected to weathering could be compared to the laboratoiy wet/diy cycles exposure. The fieid obsen’ations tend to confirm the laboratoiy results and validate the fest settings. It has been underlined that a direct relationship between damage (e.g.; cracking/expansion) andphase assemblage was not evident. However, the study highlights that sulfate combination with the hydrates of the cement (e.g.; C-S-H) and with those of the slag would play a rote in the initiation of the expansion, which would be attributed to a swelling of the hydrates or to the precipitation offine ettringite after the Saturation level in sulfate of the hydrates has been reached. T2 - 13th International congress on the chemistry of cement - XIII ICCC CY - Madrid, Spain DA - 03.07.2011 KW - Sulfate attack KW - Exposure conditions KW - Concrete KW - Laboratory test KW - Field KW - Phase assemblage KW - Microstructure KW - XRD KW - SEM KW - SCM KW - Slag PY - 2011 SN - 978-84-7292-400-0 SP - 1 EP - 14 CY - Madrid AN - OPUS4-24810 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Chabrelie, Aude A1 - Gallucci, E. A1 - Müller, Urs A1 - Scrivener, K. ED - Sun, W. ED - Breugel, K. van ED - Miao, C. ED - Ye, G. ED - Chen, H. T1 - Durability of field concrete made of Portland cement and supplementary cementitious materials under several European exposure conditions T2 - International conference on microstructure related durability of cementitious composites (RILEM Proceedings) N2 - Deterioration of cementitious materials by sulfate ions is a concern for concrete in contact with ground water (and in a lesser extent sea water) in many parts of Europe, and is an important issue for underground construction identified as a major area for progress in the construction industry. Sulfate resistance relates closely to testing and standardization and therefore to prescriptive approaches. The lack of feed back on the durability of structures made of blended cements makes it difficult to fit these new concretes with existing test methods and performance criteria. This paper concerns the microstructural study of field samples and structures made of blended concretes available across Europe. This concerns several materials exposed to various climate regimes, ranging from Southern to Northern Europe (Spain, Germany, United Kingdom, Denmark and Norway). Complementary techniques such as SEM, micro-XRF, XRD and PIXE are used to evaluate the microstructural performance and stability of the phase assemblage of those blended concretes in the case of sulfate (and chloride in some instances) ingress, compare to pure Portland concrete. T2 - International conference on microstructure related durability of cementitious composites (RILEM Proceedings) CY - Nanjing, China DA - 2008-10-13 PY - 2008 SN - 978-2-35158-065-3 SN - 978-2-35158-084-4 N1 - Serientitel: RILEM proceedings – Series title: RILEM proceedings SP - 421 EP - 427 AN - OPUS4-20290 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Chabrelie, Aude A1 - Gallucci, E. A1 - Müller, Urs A1 - Scrivener, K. ED - Stark, J. T1 - Parallel study of field and lab concretes under sulfate exposure T2 - 17. Ibausil - Internationale Baustofftagung T2 - 17. Ibausil - Internationale Baustofftagung CY - Weimar, Germany DA - 2009-09-23 PY - 2009 SN - 978-3-00-027265-3 VL - 2 SP - 2-0317 - 2-0322 CY - Weimar AN - OPUS4-20297 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eichelbaum, M. A1 - Rademann, K. A1 - Müller, Ralf A1 - Radtke, Martin A1 - Görner, Wolf T1 - Zur Chemie des Goldes in Silicatgläsern: Untersuchungen zum nicht-thermisch aktivierten Wachstum von Goldclustern JF - Angewandte Chemie KW - Glas KW - Goldcluster KW - Nanophotonik PY - 2005 DO - https://doi.org/10.1002/ange.200502174 SN - 0044-8249 SN - 0932-2140 SN - 1521-3757 VL - 117 IS - 48 SP - 8118 EP - 8122 PB - Wiley-VCH CY - Weinheim AN - OPUS4-7691 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Eichelbaum, M. A1 - Rademann, K. A1 - Müller, Ralf A1 - Radtke, Martin A1 - Riesemeier, Heinrich A1 - Görner, Wolf T1 - Vom Atom zum Nanodraht: Kontrolliertes Wachstum von Edelmetall-Nanokristalliten in Kalk-Natron-Silikatglas T2 - Programm und Referate / 79. Glastechnische Tagung T2 - 79. Glastechnische Tagung CY - Würzburg, Deutschland DA - 2005-05-23 KW - Glas KW - Metallnanocluster KW - Optische Eigenschaften PY - 2005 SN - 3-921089-43-3 SP - 15 Seiten PB - Deutsche Glastechnische Gesellschaft CY - Offenbach AN - OPUS4-7558 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Enderlein, M. A1 - Kuna, M. A1 - Ricoeur, A. A1 - Baer, Wolfram A1 - Müller, Karsten A1 - Klein, K. A1 - Winkler, H. P. T1 - Numerische Analyse des Stoßbiegeversuchs zur Ermittlung der dynamischen Bruchzähigkeit T2 - 35. Tagung des DVM-Arbeitskreises Bruchvorgänge - Fortschritte der Bruch- und Schädigungsmechanik - Simulationsmethoden der Bruchmechanik (DVM-Bericht 235) KW - Bruchmechanik KW - Finite-Elemente-Methode KW - Dynamisches J-Integral KW - 3-Punkt-Biege-Großprobe PY - 2003 SN - 0943-3473 SN - 1616-4687 IS - 235 SP - 251 EP - 260 PB - DVM CY - Berlin AN - OPUS4-32709 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gerisch, Wolfgang A1 - Müller, K.-H. T1 - On a nonlinear regression problem connected with the use of the angular transformation as a variance-stabilizing transformation JF - CSQ - Computational statistics quarterly PY - 1985 SN - 0723-712X VL - 1 IS - 4 SP - 271 EP - 294 PB - Physica-Verl. CY - Wien AN - OPUS4-34277 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gerisch, Wolfgang A1 - Müller, K.-H. T1 - Computional Aspects of the Determination of Precicion Data for Methods of Analysis and Test from Collaborative Interlaboratory Studies JF - Material und Technik : Zeitschr. für Werkstoffe, Betriebsstoffe, Materialprüfung u. Meßtechnik PY - 1983 SN - 0376-6845 VL - 11 IS - 3 SP - 87 EP - 93 PB - Verb. CY - Dübendorf AN - OPUS4-40740 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -