TY - CONF A1 - Horn, Wolfgang A1 - Jann, Oliver A1 - Brödner, Doris A1 - Kalus, Sabine A1 - Juritsch, Elevtheria A1 - Müller, B. A1 - Müller, D. A1 - Kasche, J. T1 - Chemische analytische Bewertung von Baustoffemissionen T2 - Deutsche Kälte-Klima-Tagung 2008 CY - Ulm, Deutschland DA - 2008-11-20 KW - AgBB-Schema KW - VOC KW - Emissionen KW - Bauprodukte KW - Bewertung Emissionen PY - 2008 IS - AA.IV.15 SP - 1 EP - 8 AN - OPUS4-18406 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Costabel, S. A1 - Hiller, Thomas A1 - Dlugosch, R. A1 - Kruschwitz, Sabine A1 - Müller Petke, M. T1 - Evaluation of single-sided nuclear magnetic resonance technology for usage in geosciences N2 - Because of its mobility and ability to investigate exposed surfaces, single-sided (SiS) nuclear magnetic resonance (NMR) technology enables new application fields in geosciences. To test and assess its corresponding potential, we compare longitudinal (T1) and transverse (T2) data measured by SiS NMR with those of conventional geoscientific laboratory NMR. We use reference sandstone samples covering a broad range of pore sizes. Our study demonstrates that the lower signal-to-noise ratio of SiS NMR data generally tends to slightly overestimated widths of relaxation time distributions and consequently pore size distributions. While SiS and conventional NMR produce very similar T1 relaxation data, unbiased SiS NMR results for T2 measurements can only be expected for fine material, i.e. clayey or silty sediments and soils with main relaxation times below 0.05s. This limit is given by the diffusion relaxation rate due to the gradient in the primary magnetic field associated with the SiS NMR. Above that limit, i.e. for coarse material, the relaxation data is strongly attenuated. If considering the diffusion relaxation time of 0.2 s in the numerical data inversion process, the information content >0.2s is blurred over a range larger than that of conventional NMR. However, our results show that principle range and magnitudes of the relaxation time distributions are reconstructed to some extent. Regarding these findings, SiS NMR can be helpful to solve geoscientific issues, e.g. to assess the hydro-mechanical properties of the walls of underground facilities or to provide local soil moisture data sets for calibrating indirect remote techniques on the regional scale. The greatest opportunity provided by the SiS NMR technology is the acquisition of profile relaxation data for rocks with significant bedding structures at the µm scale. With this unique feature, SiS NMR can support the understanding and modeling of hydraulic and diffusional anisotropy behavior of sedimentary rocks. KW - Single-sided NMR KW - Geosciences KW - Nuclear magnetic resonance PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-561676 DO - https://doi.org/10.1088/1361-6501/ac9800 SN - 0957-0233 VL - 34 IS - 1 SP - 1 EP - 13 PB - IOP Publishing AN - OPUS4-56167 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hiller, Th. A1 - Costabel, S. A1 - Müller-Petke, M. A1 - Kruschwitz, Sabine T1 - Evaluation of different laboratory NMR devices in a tripartite round robin test N2 - Nuclear magnetic resonance (NMR) is a well established laboratory / borehole method to characterize the storage and transport properties of rocks due to its direct sensitivity to the corresponding pore fluid saturation (water or oil) and pore sizes. For petrophysical applications there are several different NMR laboratory devices commercially available varying over a wide range of e.g. magnetic field strength / frequency (2 MHz to 30 MHz), applicable measurement protocols (T1, T2, T1-T2, T2-D, etc.) and sample sizes (2.5 cm to 10 cm in diameter). In this work we present NMR measurements, layed out in a round robin like manner, on a set of 20 sandstone samples. We use three different NMR devices containing two standard setups with homogenous magnetic fields (LIAG and RWTH) and one single-sided setup with gradient field (BGR) to measure T1 and T2 relaxation data. In our evaluation we especially focus on the comparison of the individually inverted relaxation time distributions to quantify the differences arising from different laboratory setups. Diverging results can be deduced on the one hand to the inherit differences between homogeneous and gradient fields but on the other hand also due to quality differences between the two homogeneous setups. Additionally, we also examine the influence of the individually chosen inversion parameters (signal processing, distribution sampling points, error weighting, regularization, etc.) to establish a general standardized best practice recommendation for future petrophysical NMR laboratory measurements. T2 - 77. Jahrestagung der Deutschen Geophysikalischen Gesellschaft CY - Potsdam, Germany DA - 27.03.2017 KW - Nuclear Magnetic Resonance KW - Sandstone PY - 2017 AN - OPUS4-43244 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Krause, Martin A1 - Mayer, K. A1 - Ballier, G. A1 - Borchardt, Kerstin A1 - Chinta, P.K. A1 - Effner, Ute A1 - Milmann, Boris A1 - Müller, Sabine A1 - Nowak, Thomas Rudolf T1 - Hochgenaue Strukturerkennung von Holzbauteilen mit 3D-Ultraschall N2 - Inhalt ist die zerstörungsfreie Detailuntersuchung von Holzbauteilen mit einem dreidimensional abbildenden Ultraschall-Echoverfahren. Das neu entwickelte 3D-Verfahren berücksichtigt den anisotropen Aufbau des Holzes. Die Bildschnitte und Projektionen werden aus flächigen Ultraschallaufnahmen berechnet. Die Messungen erfolgen an Probekörpern sowie an Bauteilen aus der Praxis. In dem Forschungsvorhaben wird die für Holz neue 3D-Rekonstruktionsrechnung verwendet und mit dem Ziel weiterentwickelt, unter Berücksichtigung der anisotropen Struktur des Holzes eine dreidimensional aufgelöste Abbildung von Reflektoren im Inneren der Holzbauteile zu ermöglichen. Damit werden die bisher für Holzbauteile zur Verfügung stehenden Verfahren entscheidend ergänzt, weil nun eine hochgenaue dreidimensionale Abbildung erreichbar ist (Auflösung: 20 mm und besser). KW - Ultraschallecho-Verfahren KW - Holzbauteile KW - Abbildungsverfahren KW - Imaging PY - 2014 UR - https://www.irb.fraunhofer.de/bauforschung/baufolit/projekt/Hochgenaue-Strukturerkennung-von-Holzbauteilen-mit-3D-Ultraschall/20138035979 SN - 978-3-8167-9212-3 VL - 109 SP - 1 EP - 101 PB - Fraunhofer IRB Verl. CY - Stuttgart AN - OPUS4-32852 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Sabine T1 - Anwendung der Reverse Time Migration auf Ultraschall-Echo-Messungen in der zerstörungsfreien Prüfung im Bauwesen T2 - Jahrestagung der Deutschen Geophysikalischen Gesellschaft (DGG) 2015 CY - Hannover, Germany DA - 2015-03-23 PY - 2015 AN - OPUS4-34390 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Grohmann, Maria A1 - Müller, Sabine A1 - Niederleithinger, Ernst A1 - Sieber, S. T1 - Reverse time migration: introducing a new imaging technique for ultrasonic measurements in civil engineering N2 - Ultrasonic echo testing is widely used in non-destructive testing in civil engineering to investigate concrete structures, to measure thickness, and to locate and characterise built-in components or inhomogeneities. Currently, synthetic aperture focusing techniques are mostly used for imaging. These algorithms are highly developed but have some limitations. For example, it is not possible to image the lower boundary of built-in components like tendon ducts or vertical reflectors. We adopted reverse time migration for non-destructive testing in civil engineering in order to improve the imaging of complicated structures in concrete. By using the entire wavefield, including waves reflected more than once, there are fewer limitations compared to synthetic aperture focusing technique algorithms. As a drawback, the required computation is significantly higher than that for the techniques currently used. Simulations for polyamide and concrete structures showed the potential for non-destructive testing. The simulations were followed by experiments at a polyamide specimen. Here, having acquired almost noise-free measurement data to test the algorithm, we were able to determine the shape and size of boreholes with sufficient accuracy. After these successful tests, we performed experiments at a reinforced concrete foundation slab. We obtained information from the data by reverse time migration, which was not accessible by traditional imaging. The imaging of the location and structure of the lower boundary of the concrete foundation slab was improved. Furthermore, vertical reflectors inside the slab were imaged clearly, and more flaws were found. It has been shown that reverse time migration is a step forward in ultrasonic testing in civil engineering. KW - Ultrasonic echo technique KW - Reverse time migration PY - 2017 DO - https://doi.org/10.3997/1873-0604.2017006 SN - 1569-4445 SN - 1873-0604 VL - 15 IS - 3 SP - 242 EP - 258 PB - Wiley AN - OPUS4-41921 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Altkrüger, Sabine A1 - Vater, Ernst-Joachim A1 - Müller, Renate A1 - Grebenstein, Rainer A1 - Mews, Oliver A1 - Robeck, Peter T1 - Prüfung der Rissüberbrückung bei Brückenbelägen - Vergleich nationaler Anforderungen mit der europäischen Normung KW - Rissüberbrückung KW - Abdichtungssysteme für Betonbrücken KW - Polymerbitumen-Schweißbahnen PY - 2007 SN - 978-3-86509-674-6 SN - 0344-0788 IS - 962 SP - 1 EP - 47 PB - Wirtschaftsverl. NW CY - Bremerhaven AN - OPUS4-15827 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Sabine T1 - Seismic Imaging Applied to Ultrasonic Echo Data T2 - SAGEEP 2013 CY - Denver, CO, USA DA - 2013-03-17 PY - 2013 AN - OPUS4-28055 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Altkrüger, Sabine A1 - Vater, Ernst-Joachim A1 - Müller, Renate A1 - Mews, Oliver A1 - Robeck, Peter T1 - Vergleich des auf europäischer Ebene festgelegten Prüfverfahrens für die Bestimmung der Abreißfestigkeit der einzelnen Schichten für die Abdichtung von Betonfahrbahntafeln mit nationalen Regelungen und Schaffung eines Bewertungshintergrundes (Abschlußbericht ; Forschungsbericht FE 15.325/2000/ARB) PY - 2003 SP - 1 EP - 102 CY - Berlin AN - OPUS4-1809 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Sabine T1 - Anwendung der Reverse Time Migration auf Ultraschall-Echo-Messungen in der zerstörungsfreien Prüfung im Bauwesen T2 - Jahrestagung der Deutschen Gesellschaft für Zerstörungsfreie Prüfung e.V. (DGZfP) CY - Potsdam, Germany DA - 2014-05-26 PY - 2014 AN - OPUS4-30920 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -