TY - CONF A1 - Ehrig, Karsten A1 - Goebbels, Jürgen A1 - Meinel, Dietmar A1 - Paetsch, O. A1 - Prohaska, S. A1 - Zobel, Valentin T1 - Comparison of crack detection methods for analyzing damage processes in concrete with computed tomography N2 - Analyzing damages at concrete structures due to physical, chemical, and mechanical exposures need the application of innovative non-destructive testing methods that are able to trace spatial changes of microstructures. Here, the utility of three different crack detection methods for the analysis of computed tomograms of various cementitious building materials is evaluated. Due to the lack of reference samples and standardized image quality evaluation procedures, the results are compared with manually segmented reference data sets. A specific question is how automatic crack detection can be used for the quantitative characterization of damage processes, such as crack length and volume. The crack detection methods have been integrated into a scientific visualization system that allows displaying the tomography images as well as presenting the results. T2 - DIR 2011 - International symposium on digital industrial raidology and computed tomography CY - Berlin, Germany DA - 20.06.2011 KW - Crack detection KW - Computed tomography KW - Data visualization PY - 2011 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-243569 SN - 978-3-940283-34-4 IS - DGZfP-BB 128 (Poster 2) SP - 1 EP - 8 PB - Deutsche Gesellscahft für Zerstörungsfreie Prüfung e.V. (DGZfP) AN - OPUS4-24356 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pistol, Klaus A1 - Weise, Frank A1 - Meinel, Dietmar A1 - Meng, Birgit ED - Rogge, A. ED - Meng, B. T1 - Zur Wirkungsweise von Polypropylen-Fasern in brandbeanspruchten Hochleistungsbetonen T2 - 52. DAfStb-Forschungskolloquium CY - Berlin, Deutschland DA - 2011-11-07 KW - Polypropylen-Fasern KW - Hochfester Beton KW - Schallemissionsanalyse KW - Röntgen 3D-Computertomographie KW - Rasterelektronenmikroskopie PY - 2011 SN - 978-3-9814281-0-0 SP - 134 EP - 140 PB - BAM Bundesanstalt für Materialforschung und -prüfung CY - Berlin AN - OPUS4-25188 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Illerhaus, Bernhard A1 - Badde, Aurelia A1 - Michaelis, Matthias A1 - Berger, U. A1 - Onel, Yener A1 - Meinel, Dietmar A1 - Goebbels, Jürgen T1 - Einsatz von mobilen Röntgenuntersuchungsmethoden im Museum. Zwei Fallbeispiele. N2 - Zwei Bildhauermodelle aus dem Georg-Kolbe-Museum Berlin standen zur Restaurierung an. Das kleinere, 'Lucino' (1920), 41cm, wurde hochauflösend mit CT gemessen, da mittels CT sowohl der Herstellungsprozeß einer Gipsstatue als auch der innere Zustand, wie Ergänzungen, Klebungen und Armierungen, festgestellt werden können. Aus den CT Bildern ergab sich eine für die vorher vermutete Gipszusammensetzung ungewöhnliche innere Struktur. Mit einer Freihand bedienten Röntgenpistole zur Messung der Röntgenfluoreszenz wurde daraufhin die Zusammensetzung des Materials der Statuette als Terracotta bestimmt. Durch den Einsatz von Helium als Spülmittel konnten auch leichte Materialien nachgewiesen und so eine Unterscheidung zwischen Gips und gebranntem Ton durchgeführt werden. Aus den CT Daten wurde eine virtuelle Darstellung der äußeren Geometrie gewonnen. Ein damit versuchsweise erstelltes Replik (Rapid Prototyping, 3D-Drucker, TU-Berlin) entsprach nicht den Anforderungen des Museums zur Erstellung einer Gußform für eine Bronzekleinserie der Statuette. Die zweite Statue, die 'Große Nacht' (1930) ist mit ihrer Größe von 2,12m und aufgrund des durch korrodierende Metallarmierung verursachten Schadensbildes nicht mehr transportfähig. Eine in-situ Untersuchung mit dem mobilen Tomographen, der in den 1980ern zur Untersuchung von Bäumen gebaut und jetzt mit einem modernen Flachdetektor und einer Röntgenröhre ausgestattet ist, wird vorgestellt. Die Möglichkeiten der in-situ CT für große Skulpturen werden anhand der Ergebnisse diskutiert. T2 - DGZfP-Jahrestagung 2010 CY - Erfurt, Deutschland DA - 2010-05-10 KW - Mobile CT KW - Mobile RFA PY - 2010 SN - 978-3-940283-26-9 IS - DGZfP-BB 122 (P12) SP - 1 EP - 8 CY - Berlin AN - OPUS4-24695 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino A1 - Burkert, Andreas A1 - Meinel, Dietmar ED - Rogge, A. ED - Meng, B. T1 - Neue Verfahren zur Untersuchung chloridinduzierter Lochkorrosion an Stahl in Beton N2 - Die Kombination elektrochemischer und computertomographischer Untersuchungs-Verfahren bietet die Möglichkeit, elektrochemische Messungen zerstörungsfrei verifizieren und richtig interpretieren zu können. Die Ermittlung der durch Lochkorrosion geschädigten Stahloberflächen ermöglicht es Probekörper zu entwickeln, die ein der Praxis entsprechendes Schadensbild aufweisen. Ein weiterer Vorteil stellt sich in der Minimierung der Probenmatrix dar. Die klassische Versuchsdurchführung erfordert die Zerstörung von Proben nach jeder Vorschädigungsstufe. Dies kann durch den Einsatz der Computertomografie vermieden werden. Die elektrochemischen Messwerte können flächenbezogen ermittelt werden, solange sich die Korrosionserscheinungen vollständig innerhalb des durch die CT abgebildeten Untersuchungsbereiches befinden. T2 - 52. DAfStb-Forschungskolloquium CY - Berlin, Germany DA - 07.11.2011 KW - Betonstahl KW - Korrosion KW - Lochkorrosion KW - Computertomographie PY - 2011 SN - 978-3-9814281-0-0 IS - G6 SP - 262 EP - 271 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-24805 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Recknagel, Christoph A1 - Goebbels, Jürgen A1 - Meinel, Dietmar T1 - Bildgebende Analyse von OPA mittels X-Ray-CT T2 - Vortrag zur Vorstellung der wissenschaftlichen Konzeption und fachlichen Kompetenz der BAM im Rahmen des Verbundvorhabens "Leiser Straßenverkehr 2" CY - Bergisch Gladbach, Germany DA - 2005-11-08 PY - 2005 AN - OPUS4-11596 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Recknagel, Christoph A1 - Goebbels, Jürgen A1 - Meinel, Dietmar T1 - Möglichkeiten der Strukturkennzeichnung von Asphalten mittels 3D-Computertomographie N2 - Die Struktur eines Materials bestimmt wesentlich dessen Gebrauchsverhalten. Diese einfache Weisheit ist Motivation für die ständige Weiterentwicklung des Untersuchungsinstrumentariums zur Gefügekennzeichnung von Baustoffen. Nachdem die Gefügeaufklärung insbesondere bei mineralischen Baustoffen bereits integrierter Bestandteil der Baustoffcharakterisierung ist, erhöht insbesondere die zunehmende Spezialisierung und Weiterentwicklung der Asphaltbaustoffe zusammen mit der Forderung nach gebrauchsgerechtem Leistungsnachweis den Bedarf an methodischer Entwicklung bei der Strukturkennzeichnung. Besondere Möglichkeiten zur tiefenaufgelösten und zerstörungsfreien räumlichen Visualisierung des Gefüges, der Ableitung strukturbeschreibender Kennwerte aber auch für eine anschließende Diskretisierung der inneren Struktur mittels finiter Elemente bietet das Verfahren der Computertomographie mit Röntgenstrahlen. Mit Hilfe verschiedener Anwendungen soll auf die Möglichkeiten dieser Methodik aufmerksam gemacht werden. KW - Innere Struktur KW - Asphalte KW - Hohlraumgehalt und -verteilung KW - Phasenanalyse KW - Strukturelle Artefakte PY - 2008 SN - 0039-2162 VL - 2 SP - 65 EP - 74 PB - Kirschbaum-Verl. CY - Bonn-Bad Godesberg AN - OPUS4-16725 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Recknagel, Christoph A1 - Goebbels, Jürgen A1 - Meinel, Dietmar ED - Manfred N. Partl, T1 - Identification of the void structure of asphalt materials T2 - International ISAP Symposium on Asphalt Pavements and Environment CY - Zürich, Switzerland DA - 2008-08-18 KW - Inner structure KW - Structure characteristics KW - Void KW - Asphalt KW - Open-pored asphalt PY - 2008 SN - 978-3-905594-51-5 SP - 566 EP - 577 AN - OPUS4-18284 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Beck, Matthias A1 - Goebbels, Jürgen A1 - Meinel, Dietmar A1 - Burkert, Andreas ED - M.G. Alexander, ED - H.-D. Beushausen, ED - F. Dehn, ED - P. Moyo, T1 - DFG Research Group 537: Modelling reinforcement corrosion - Observation and monitoring of self-corrosion processes in chloride contaminated mortar by X-ray tomography T2 - 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting CY - Cape Town, South Africa DA - 2008-11-24 KW - Self-corrosion KW - X-ray tomography KW - Reinforcement KW - Concrete parameters KW - Metallographic section KW - Steel surface PY - 2009 SN - 978-0-415-46850-3 SP - 187 EP - 188 PB - CRC Press CY - Boca Raton AN - OPUS4-18438 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Osterloh, Kurt A1 - Rädel, Christoph A1 - Zscherpel, Uwe A1 - Meinel, Dietmar A1 - Ewert, Uwe A1 - Buecherl, T. A1 - Hasenstab, A. T1 - Fast neutron radiography and tomography of wood N2 - Wood is the material that has accompanied the whole development of mankind in various applications, for manufacturing tools and weapons, for buildings and constructions and also as fuel. It has various appearances and is subjected to decomposing changes, so there are sufficient arguments for non-destructive testing of wooden objects in the same way as is common practice with other technologically used materials. However, even today wood is rarely tested. Moreover, artefacts of cultural heritage containing wood are rare and delicate, so dismantling these for studying purposes is undesirable. Radiological inspection technologies are the methods of choice to provide a non-destructive insight. Interrogations of a specimen with various kinds of radiation provide different answers about their internal structures. High-quality detailed images are achievable with X-rays or gamma radiation in cases where heavy metals or other dense materials are not involved. Neutrons behave complementarily; they are avidly absorbed by light elements such as hydrogen on the one hand and yet are capable of easily penetrating heavy metals on the other. This provides an alternative for X-ray radiography and tomography when material characteristics are of primary interest rather than structural details, or when shielding with plates or sleeves of heavy metal severely impedes inspections with X-ray or gamma radiation technologies. However, due to the moderating effect of wooden samples it is essential to use fast neutrons for radiography and tomography of voluminous objects. Some typical examples described here will show the difference between neutron and X-ray photon-based radiographic technologies. KW - Materialgeschichtliches KW - Vergleich zwischen Röntgen- und Neutronenradiographie PY - 2008 U6 - https://doi.org/10.1784/insi.2008.50.6.307 SN - 0007-1137 VL - 50 IS - 6 SP - 307 EP - 311 PB - British Institute of Non-Destructive Testing CY - Northampton AN - OPUS4-18034 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Osterloh, Kurt A1 - Hasenstab, Andreas A1 - Zscherpel, Uwe A1 - Alekseychuk, Oleksandr A1 - Meinel, Dietmar A1 - Goebbels, Jürgen A1 - Ewert, Uwe T1 - Radiographic and Tomographic Testing of Wood T2 - 9th European Conference on NDT CY - Berlin, Germany DA - 2006-09-25 KW - NDT of wood KW - Naturally grown material with individual structuring KW - Loss of integrity due to biological decay (rot) KW - CT KW - DR KW - IP PY - 2006 SN - 3-931381-86-2 SP - 1(?) EP - 10(?) PB - European Federation for Non-Destructive Testing CY - Berlin AN - OPUS4-14170 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Goebbels, Jürgen A1 - Meinel, Dietmar A1 - Nötel, Jörg A1 - Recknagel, Christoph T1 - Charakterisierung von offenporigem Asphalt mit Computertomographie T2 - DGZfP-Jahrestagung 2007 CY - Fürth, Deutschland DA - 2007-05-14 KW - Computertomographie KW - Materialanalyse KW - Porenanalyse KW - Offenporiger Asphalt PY - 2007 SN - 978-3-931381-98-1 SP - 1 EP - 6 PB - DGZfP CY - Berlin AN - OPUS4-15818 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Beck, Matthias A1 - Goebbels, Jürgen A1 - Hanke, Daniel T1 - Zeitlicher Verlauf von verdeckter Korrosion - sichtbar gemacht mit Computertomographie T2 - Jahrestagung der DGZfP CY - Erfurt, Germany DA - 2009-05-10 PY - 2009 AN - OPUS4-20443 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Osterloh, Kurt A1 - Zscherpel, Uwe A1 - Rädel, Christoph A1 - Weidemann, Gerd A1 - Meinel, Dietmar A1 - Goebbels, Jürgen A1 - Ewert, Uwe A1 - Hasenstab, A. A1 - Bücherl, T. T1 - Durchstrahlungsprüfung von Holz T2 - DGZfP-Jahrestagung 2007 CY - Fürth, Deutschland DA - 2007-05-14 KW - Digitale Radiographie KW - Tomographie KW - Spaltneutronen KW - Neutronenradiographie PY - 2007 SN - 978-3-931381-98-1 IS - DGZfP-BB 104 (Vortrag 40) SP - 1 EP - 12 AN - OPUS4-20717 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Illerhaus, Bernhard A1 - Staude, Andreas A1 - Meinel, Dietmar T1 - Nondestructive insights into composition of the sculpture of Egyptian Queen Nefertiti with CT and the dependence of object surface from image processing N2 - Precautions in the generation of surfaces from CT images should be the rule. Two different data sets of the bust of Nefertiti and additional data from an industrial CT scanner will show the conflicts that arise when defining a surface. The recent trend in CT is to extract surfaces from CT measurements which can compete with the accuracy of tactile measurements. As CT is complicated by artefacts, a lot of precautions need to be taken in order to get exact results. More errors are introduced, if the surface of an object made from different dense materials is calculated. A publication in April 2009 of "Radiology" dealt with the surface of the stone behind the stucco layer of the famous bust of the Egyptian Queen Nefertiti in the Ägytische Museum Berlin. Using this data, we will show the different problems that arise from inadequate image processing. Furthermore, a detailed comparison of the two CT measurements made 14 years apart is given. Conclusions: Respect the traps in virtual imaging. KW - Image processing (computer-assisted) KW - Computed X ray tomography KW - Artifacts KW - Implants KW - Computertomographie KW - Oberfläche KW - Oberflächenbestimmung PY - 2009 UR - https://www.ndt.net/search/docs.php3?id=8043 SN - 1435-4934 VL - 14 IS - 9 SP - 1 EP - 11 PB - NDT.net CY - Kirchwald AN - OPUS4-20840 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schuler, S. A1 - Hillemeier, B. A1 - Fuhrland, Matthias A1 - Meinel, Dietmar A1 - Habel, Wolfgang T1 - Untersuchung betontechnologischer Fragestellungen mit Hilfe eingebetteter flexibler faseroptischer Fabry-Pérot-Interferometer N2 - Die Dauerhaftigkeit von Betonbauteilen zu einer messbaren Größe zu machen, ist ein vorrangiges Ziel der Baustoffforschung. Schrumpfen, Schwinden und Temperaturverformungen gefährden bei Hochleistungsbetonen deren Dauerhaftigkeit. Die begleitende messtechnische Deformationsmessung wird daher zu einer unverzichtbaren Methode, Betonrezepturen zielsicher und ökonomisch hinsichtlich der Dauerhaftigkeit zu entwickeln. Ein flexibler Fabry-Pérot-Interferometer-Sensor ermöglicht die messtechnische Erfassung der frühen Deformationsprozesse bereits ab dem Moment des Betoneinbaus. Der Artikel zeigt das Sensorprinzip, Untersuchungen zur In-situ-Referenzierung und zur Rückwirkung des Sensors sowie dessen Einsatzmöglichkeiten in der Baustoff- und Materialforschung. ---------------------------------------------------------------------- The primary intention of construction materials research is to refer the durability of concrete members to a measurable parameter. Setting, shrinkage, and temperature deformations compromise the durability of high-performance concrete. The respective deformation measurement technology is becoming an indispensible method for the targeted and economic development of concrete mixtures with respect to durability. A flexible EFPI sensor enables the survey of early age deformations directly after placing the concrete. The paper deals with the sensor principle, investigations concerning in-situ referencing, and possible effects of the sensor on the matrix as well as its application in the field of materials research. KW - Beton KW - Haltbarkeit KW - Faseroptischer Sensor KW - Fabry-Pérot-Interferometer KW - Concrete KW - Durability KW - Fiber-optic sensor KW - Fabry-Pérot interferometer PY - 2009 U6 - https://doi.org/10.1524/teme.2009.0929 SN - 0340-837X SN - 0178-2312 SN - 0171-8096 VL - 76 IS - 11 SP - 517 EP - 526 PB - Oldenbourg CY - München AN - OPUS4-20962 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Beck, Matthias A1 - Goebbels, Jürgen A1 - Hanke, Daniel T1 - Zeitlicher Verlauf von verdeckter Korrosion sichtbar gemacht mit Computertomographie N2 - Zwei Bildhauermodelle aus dem Georg-Kolbe-Museum Berlin standen zur Restaurierung an. Das kleinere, "Lucino" (1920), 41cm, wurde hochauflösend mit CT gemessen, da mittels CT sowohl der Herstellungsprozeß einer Gipsstatue als auch der innere Zustand, wie Ergänzungen, Klebungen und Armierungen, festgestellt werden können. Aus den CT Bildern ergab sich eine für die vorher vermutete Gipszusammensetzung ungewöhnliche innere Struktur. Mit einer Freihand bedienten Röntgenpistole zur Messung der Röntgenfluoreszenz wurde daraufhin die Zusammensetzung des Materials der Statuette als Terracotta bestimmt. Durch den Einsatz von Helium als Spülmittel konnten auch leichte Materialien nachgewiesen und so eine Unterscheidung zwischen Gips und gebranntem Ton durchgeführt werden. Aus den CT Daten wurde eine virtuelle Darstellung der äußeren Geometrie gewonnen. Ein damit versuchsweise erstelltes Replik (Rapid Prototyping, 3D-Drucker, TU-Berlin) entsprach nicht den Anforderungen des Museums zur Erstellung einer Gußform für eine Bronzekleinserie der Statuette. Die zweite Statue, die "Große Nacht" (1930) ist mit ihrer Größe von 2,12m und aufgrund des durch korrodierende Metallarmierung verursachten Schadensbildes nicht mehr transportfähig. Eine in-situ Untersuchung mit dem mobilen Tomographen, der in den 1980ern zur Untersuchung von Bäumen gebaut und jetzt mit einem modernen Flachdetektor und einer Röntgenröhre ausgestattet ist, wird vorgestellt. Die Möglichkeiten der in-situ CT für große Skulpturen werden anhand der Ergebnisse diskutiert. T2 - DGZfP-Jahrestagung 2010 CY - Erfurt, Deutschland DA - 2010-05-10 KW - Computertomographie KW - Korrosion PY - 2010 SN - 978-3-940283-26-9 IS - DGZfP-BB 122 (Poster 11) SP - 1 EP - 8 CY - Berlin AN - OPUS4-23166 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schwab, R. A1 - Willer, F. A1 - Meinel, Dietmar A1 - Schmauder, M. A1 - Pernicka, E. T1 - The Oedt sword: a note on brass and fire-gilding in the European Bronze age KW - X-ray computer tomography KW - Image analysis KW - Sword KW - Fire-gilded metal PY - 2010 SN - 0142-3304 VL - 44 IS - 1 SP - 1 EP - 9 CY - London, UK AN - OPUS4-23188 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Weise, Frank A1 - Voland, Katja A1 - Pirskawetz, Stephan A1 - Meinel, Dietmar T1 - Analyse AKR-induzierter Schädigungsprozesse in Beton - Einsatz innovativer Prüftechniken KW - Beton KW - Frost- und Frost-Tausalz-Prüfung KW - CIF- und CDF-Prüfung KW - Röntgen-3D-CT KW - Photogrammetrie PY - 2012 U6 - https://doi.org/10.1002/best.201200049 SN - 0005-9900 SN - 1437-1006 VL - 107 IS - 12 SP - 1 EP - 11(?) PB - Ernst CY - Berlin AN - OPUS4-27041 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weise, Frank A1 - Voland, Katja A1 - Pirskawetz, Stephan A1 - Meinel, Dietmar ED - Drimalas, T. ED - Ideker, J.H. ED - Fournier, B. T1 - Innovative measurement techniques for characterising internal damage processes in concrete due to ASR T2 - 14th ICAAR - International conference on alkali aggregate reaction CY - Austin, TX, USA DA - 2012-05-20 KW - Fog chamber KW - Concrete prism test KW - Length change KW - Acoustic emission KW - Ultrasonic velocity KW - µ-3D-CT PY - 2012 IS - 021811-WEIS SP - 1 EP - 10(?) AN - OPUS4-26053 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ehrig, Karsten A1 - Meinel, Dietmar A1 - Myrach, Philipp A1 - Stranzinger-Mayrhauser, A. A1 - Ziegler, Mathias T1 - CT als Referenz zur thermographischen Untersuchung von Defekten im gesenkgeschmiedeten Stahl T2 - DGZfP-Jahrestagung 2013 CY - Dresden, Germany DA - 2013-05-06 KW - CT KW - Thermographie KW - Defekte KW - Stahl PY - 2013 SN - 978-3-940283-49-8 IS - DGZfP-BB 141 (Di.2.A.3) SP - 1 EP - 6 AN - OPUS4-28931 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kruschwitz, Sabine A1 - Oesch, T. A1 - Mielentz, Frank A1 - Meinel, Dietmar A1 - Spyridis, P. T1 - Non-Destructive Multi-Method Assessment of Steel Fiber Orientation in Concrete N2 - Integration of fiber reinforcement in high-performance cementitious materials has become widely applied in many fields of construction. One of the most investigated advantages of steel Fiber reinforced concrete (SFRC) is the deceleration of crack growth and hence its improved sustainability. Additional benefits are associated with its structural properties, as fibers can significantly increase the ductility and the tensile strength of concrete. In some applications it is even possible to entirely replace the conventional reinforcement, leading to significant logistical and environmental benefits. Fiber reinforcement can, however, have critical disadvantages and even hinder the Performance of concrete, since it can induce an anisotropic material behavior of the mixture if the fibers are not appropriately oriented. For a safe use of SFRC in the future, reliable non-destructive testing (NDT) methods need to be identified to assess the fibers’ orientation in hardened concrete. In this study, ultrasonic material testing, electrical impedance testing, and X-ray computed tomography have been investigated for this purpose using specially produced samples with biased or random Fiber orientations. We demonstrate the capabilities of each of these NDT techniques for fiber orientation measurements and draw conclusions based on these results about the most promising areas for future research and development. KW - Spectral induced polarization KW - Steel fiber reiniforced concrete KW - Fiber orientation KW - Non-destructive testing KW - Micro-computed tomography KW - Ultrasound PY - 2022 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-543520 VL - 12 IS - 2 SP - 1 EP - 14 PB - MDPI CY - Basel Switzerland AN - OPUS4-54352 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Khrapov, D. A1 - Kozadayeva, M. A1 - Manabaev, K. A1 - Panin, A. A1 - Sjöström, W. A1 - Koptyug, A. A1 - Mishurova, Tatiana A1 - Evsevleev, Sergei A1 - Meinel, Dietmar A1 - Bruno, Giovanni A1 - Cheneler, D. A1 - Surmenev, R. A1 - Surmeneva, M. T1 - Different approaches for manufacturing Ti-6Al-4V alloy with triply periodic minimal surface sheet-based structures by electron beam melting N2 - Targeting biomedical applications, Triply Periodic Minimal Surface (TPMS) gyroid sheet-based structures were successfully manufactured for the first time by Electron Beam Melting in two different production Themes, i.e., inputting a zero (Wafer Theme) and a 200 µm (Melt Theme) wall thickness. Initial assumption was that in both cases, EBM manufacturing should yield the structures with similar mechanical properties as in a Wafer-mode, as wall thickness is determined by the minimal beam spot size of ca 200 µm. Their surface morphology, geometry, and mechanical properties were investigated by means of electron microscopy (SEM), X-ray Computed Tomography (XCT), and uniaxial tests (both compression and tension). Application of different manufacturing Themes resulted in specimens with different wall thicknesses while quasi-elastic gradients for different Themes was found to be of 1.5 GPa, similar to the elastic modulus of human cortical bone tissue. The specific energy absorption at 50% strain was also similar for the two types of structures. Finite element simulations were also conducted to qualitatively analyze the deformation process and the stress distribution under mechanical load. Simulations demonstrated that in the elastic regime wall, regions oriented parallel to the load are primarily affected by deformation. We could conclude that gyroids manufactured in Wafer and Melt Themes are equally effective in mimicking mechanical properties of the bones. KW - Electron beam melting KW - Scaffold KW - Lightweight structures KW - Computed tomography PY - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-531595 SN - 1996-1944 VL - 14 IS - 17 SP - 1 EP - 21 PB - MDPI CY - Basel AN - OPUS4-53159 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Evsevleev, Sergei A1 - Mishurova, Tatiana A1 - Khrapov, D. A1 - Paveleva, A. A1 - Meinel, Dietmar A1 - Surmenev, R. A1 - Surmeneva, M. A1 - Koptyug, A. A1 - Bruno, Giovanni T1 - X-ray Computed Tomography Procedures to Quantitatively Characterize the Morphological Features of Triply Periodic Minimal Surface Structures N2 - Additively manufactured (AM) metallic sheet-based Triply Periodic Minimal Surface Structures (TPMSS) meet several requirements in both bio-medical and engineering fields: Tunable mechanical properties, low sensitivity to manufacturing defects, mechanical stability, and high energy absorption. However, they also present some challenges related to quality control, which can prevent their successful application. In fact, the optimization of the AM process is impossible without considering structural characteristics as manufacturing accuracy, internal defects, as well as surface topography and roughness. In this study, the quantitative non-destructive analysis of TPMSS manufactured from Ti-6Al-4V alloy by electron beam melting was performed by means of X-ray computed tomography (XCT). Several advanced image analysis workflows are presented to evaluate the effect of build orientation on wall thicknesses distribution, wall degradation, and surface roughness reduction due to the chemical etching of TPMSS. It is shown that the manufacturing accuracy differs for the structural elements printed parallel and orthogonal to the manufactured layers. Different strategies for chemical etching show different powder removal capabilities and both lead to the loss of material and hence the gradient of the wall thickness. This affects the mechanical performance under compression by reduction of the yield stress. The positive effect of the chemical etching is the reduction of the surface roughness, which can potentially improve the fatigue properties of the components. Finally, XCT was used to correlate the amount of retained powder with the pore size of the functionally graded TPMSS, which can further improve the manufacturing process. KW - Metamaterials KW - Functionally graded porous structure KW - Triply periodic minimal surface structures KW - Roughness analysis KW - Powder removal KW - Deep learning segmentation PY - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-528142 VL - 14 IS - 11 SP - 3002 PB - MDPI AN - OPUS4-52814 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Ebell, Gino A1 - Burkert, Andreas A1 - Fischer, Joachim A1 - Lehmann, Jens A1 - Müller, Thoralf A1 - Meinel, Dietmar A1 - Paetsch, O. T1 - Investigation of chloride-induced pitting corrosion of steel in concrete with innovative methods N2 - The combination of electrochemical and 3D computed tomography (CT) investigations offers the possibility of verifying electrochemical measurements non-destructively. Determining the steel surfaces damaged by pitting corrosion allows developing specimens having damage pattern corresponding to practice. Corrosion phenomena like decoupled pitting corrosion cannot be verified by electrochemical measurements only, but with the combination of those two kinds of investigations it is possible. Another advantage is the minimization of the number of samples. The classical experimental procedure requires the destruction of samples after each damage step.This can be avoided by the use of 3D computed tomography. As long as the corrosion phenomena are completely within the examination zone shown by the 3D computed tomography, the electrochemical measurements can be calculated on an area basis to get the specific corrosion rate or polarization resistance. KW - Corrosion KW - Concrete KW - 3D x-ray KW - Corrosion rate PY - 2016 U6 - https://doi.org/10.1002/maco.201608969 SN - 1521-4176 SN - 0947-5117 SN - 0043-2822 VL - 67 IS - 6 SP - 583 EP - 590 PB - Wiley-VCH Verlag GmbH & Co. KGaA CY - Weinheim AN - OPUS4-36341 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Maierhofer, Christiane A1 - Röllig, Mathias A1 - Ehrig, Karsten A1 - Meinel, Dietmar A1 - Céspedes-Gonzales, G. T1 - Validation of flash thermography using computed tomography for characterizing inhomogeneities and defects in CFRP structures N2 - Active thermography is an efficient non-destructive testing method for investigating the internal structure of larger carbon fiber reinforced plastic (CFRP) components as well as smaller CFRP components in mass customization. The method can be applied contactless and automated. This study contains systematic investigations of CFRP structures with typical defects and inhomogeneities occurring during production by means of flash thermography in reflection and transmission configuration and by computed tomography (CT). The latter one was used as a reference method, since also very small defects at larger depth can be visualized with high spatial resolution. The CFRP structures consist of plates which contain metallic and non-metallic inclusions, contaminations with glue or wax rests, areas with inhomogeneous re-injection of dry parts, fiber misalignments, and fiber damages. Further on, two specimens have been glued together with different artificial inhomogeneities of the four glue beads. The results of the applied methods are compared and the advantages and disadvantages of each configuration are discussed based on the detectability of the inhomogeneities. It is shown that although CT has led to best contrasts and spatial resolutions in displaying the inhomogeneities and inclusions, flash thermography is very well suited to detect most of these structures. Considering that flash thermography can be applied on-site and has a high potential for automation and for a fast and efficient testing, it can be highly recommended for quality assurance during and after production of CFRP structures. KW - A. Laminates KW - B. Defects KW - D. Radiography KW - D. Thermal analysis PY - 2014 U6 - https://doi.org/10.1016/j.compositesb.2014.04.027 SN - 1359-8368 VL - 64 SP - 175 EP - 186 PB - Elsevier CY - Oxford [u.a.] AN - OPUS4-30771 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bruno, Giovanni A1 - Ehrig, Karsten A1 - Haarring, Holger A1 - Harwardt, Michael A1 - Hentschel, Manfred P. A1 - Illerhaus, Bernhard A1 - Kupsch, Andreas A1 - Lange, Axel A1 - Meinel, Dietmar A1 - Müller, Bernd R. A1 - Onel, Yener A1 - Staude, Andreas A1 - Wolk, Thomas T1 - Industrial and synchrotron X-ray CT applications for materials characterisation N2 - The combination of tomographic, microstructural data with other experimental techniques and with modeling is paramount, if we want to extract the maximum amount of information on material and component properties. In particular, quantitative image analysis, statistical approaches, direct discretization of tomographic reconstructions represent concrete possibilities to extend the power of the tomographic 3D representation to insights into the material and component performance. This logic thread holds equally for industrial and academic research, and valorizes expensive experiments such as those carried out at synchrotron sources, which cannot be daily repeated. We shall show a few examples of possible use of X-ray tomographic data for quantitative assessment of damage evolution and microstructural properties, as well as for non-destructive testing. We will also show how X-ray refraction computed tomography (CT) can be highly complementary to classic absorption CT, being sensitive to internal interfaces. T2 - iCT Conference 2014 - Conference on industrial computed tomography CY - Wels, Austria DA - 25.02.2014 KW - X-ray absorption and refraction CT KW - Quantitative image analysis KW - Statistical analysis KW - Complex microstructure PY - 2014 SN - 978-3-8440-2557-6 SP - 15 EP - 31 PB - Shaker CY - Aachen AN - OPUS4-30484 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Dang, V.H. A1 - Francois, R. A1 - L'Hostis, V. A1 - Meinel, Dietmar T1 - Propagation of corrosion in pre-cracked carbonated reinforced mortar N2 - This paper deals with the initiation and propagation of corrosion in mortar specimens pre-cracked under mechanical loading and carbonated in climate accelerated conditions (50 % CO2–65 % RH) for 15–23 weeks. Mechanical loading led to transverse macro-cracks and damage at the steel-mortar interface characterized by micro-cracks (cover controlled cracking) which favour the carbonation of crack walls and the interface with the steel bar. Wetting–drying cycles performed after carbonation favoured corrosion initiation all along the steel bar because of the carbonated interface and corrosion propagation because of the creation of corrosion cracks which appear to develop from the micro-cracks induced by the mechanical load. Results also show that rust develops all around the perimeter of the carbonated steel bar but that the corrosion layer is thicker in the lower half surface of the reinforcement than that observed in the upper half. Results indicate that the distribution and composition of corrosion products depend on the thickness of the rust layer and that the multilayered structure of rust depends mainly on its thickness. KW - Carbonation KW - Crack KW - Steel bar KW - Propagation of corrosion KW - Raman spectra KW - Corrosion product KW - X-ray tomography KW - CT PY - 2014 UR - http://link.springer.com/article/10.1617/s11527-014-0338-z/fulltext.html U6 - https://doi.org/10.1617/s11527-014-0338-z SN - 1359-5997 SN - 1871-6873 VL - 48 IS - 8 SP - 2575 EP - 2595 PB - Springer CY - Dordrecht AN - OPUS4-31290 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - L'Hostis, V. A1 - Muzeau, B. A1 - Paetsch, O. T1 - Examination of damage processes in concrete with CT N2 - In order to extend the lifetime of buildings and constructions at the macro scale it is necessary to understand the damage processes of building materials at the micro scale. In particular, durability of reinforced concrete structures is one of the most important equirements for construction planning and restoration of buildings. Therefore degradation mechanisms were reproduced on laboratory specimens. CT (Computed Tomography) is commonly used for non-destructive microstructural defect analysis for recurring tests on concrete specimens. In this work a few examples of CT applications on cementitious materials (including cement paste, mortar and concrete specimens) will be presented. Firstly, in order to quantify the degradation processes, specimens analysed were damaged by corrosion due to carbonation and due to chloride ingress. Particular focus has been set to the analysis of cracks. An automated crack detection tool, developed by Zuse Institut Berlin (ZIB) and BAM in ZIBAmira, has been applied for quantitative analysis of crack parameters and 3D visualization of cracks. Furthermore the distribution of corrosion products has been evaluated inside the cement matrix and visualized in 3D data sets. Another important factor for the ageing stability of concrete is the interfacial transition zone (ITZ). The ITZ consists of a layer of cement paste (20 to 40 μm) over every aggregate where porosity is generally increased in comparison with the bulk. This zone could be a preferential zone for transfer of aggressive species. To visualize the ITZ, a small sample of mortar with a diameter of 10mm has been prepared and scanned using the industrial μCT setup at BAM with a spatial resolution of 5μm voxel size. In addition the extracted surface of aggregates could be used for load simulations. We finally show how CT examination of drilled samples taken from building materials in conjunction with laboratory experiments is helpful for further evaluations of damage processes in concrete. T2 - Conference on industrial computed tomography (ICT) 2014 CY - Wels, Austria DA - 25.02.2014 KW - X-ray computed tomography KW - Concrete KW - Corrosion KW - Crack detection KW - 3D visualization PY - 2014 SN - 978-3-8440-2557-6 SN - 1610-4773 SP - 111 EP - 122 PB - Shaker Verlag GmbH AN - OPUS4-30332 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Onel, Yener T1 - Computertomographie T2 - Arbeitskolloquium zum Projekt Römische Großbronzen am UNESCO Welterbe Limes CY - Bonn, Germany DA - 2014-04-11 PY - 2014 AN - OPUS4-30335 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - Staude, Andreas T1 - Analyzing Microstructure and Damage in Construction materials with 3D Micro CT T2 - International Congress on 3D Materials Science CY - Annecy, France DA - 2014-06-29 PY - 2014 AN - OPUS4-31004 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Staude, Andreas A1 - Ehrig, Karsten ED - Bernard, D. ED - Buffière, J.-Y. ED - Pollock, T. ED - Poulsen, H.F. ED - Rollett, A. ED - Uchic, M. T1 - Analyzing microstructure and damage in construction materials with 3D micro CT N2 - This poster presentation gives an overview of the great potential of X-ray micro computed tomography (CT) to cast light on the evolution of the microstructure in construction materials. Prevention of damage is of major economic and social importance in the development of suitable construction materials such as concrete and asphalt. Therefore a non-destructive testing method such as CT is an appropriate tool for visualization of the inner structure. Its combination with other test methods allows understanding the damage processes such as crack propagation or corrosion. We show examples of internal structure analyses on a wide range of materials: Automatic 3D crack detection and the visualization of corrosion products inside of steel reinforced concrete, pore and shape analysis of lightweight aggregates and the visualization of deformation of high-pressure loaded aerated concrete specimens, distribution of aggregates inside concrete, and determination of the surface of porous asphalt core samples. Segmented structures serve, e.g., as input data for simulation of transport phenomena or virtual load tests. T2 - 2nd International congress on 3D materials science 2014 CY - Annecy, France DA - 29.06.2014 KW - X-ray computed tomography KW - Concrete KW - Asphalt KW - Corrosion KW - Crack detection KW - 3D visualization PY - 2014 SP - 23 EP - 28 PB - Wiley AN - OPUS4-31069 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Enzmann, F. A1 - Kersten, M. A1 - Goebbels, Jürgen A1 - Meinel, Dietmar T1 - High-resolution X-ray tomography imaging of ivory KW - Ivory KW - High-resolution X-ray tomography KW - Elfenbein KW - Hochauflösende Röntgen-Computer-Tomographie PY - 2008 VL - 228 SP - 81 EP - 86 PB - BfN CY - Bonn AN - OPUS4-22889 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Illerhaus, Bernhard A1 - Staude, Andreas A1 - Meinel, Dietmar T1 - Das zweite Gesicht der Nofretete KW - Computertomographie KW - Oberfläche KW - Oberflächenbestimmung PY - 2009 SN - 1616-069X SN - 0948-5112 VL - 116 SP - 52 EP - 56 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung CY - Berlin AN - OPUS4-20108 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Stelling, Karen A1 - Lammers, Marco A1 - Meinel, Dietmar ED - Carl E. Cross, ED - John C. Lippold, ED - Böllinghaus, T. ED - Herold, H. T1 - Assessment of HAZ hot cracking in a high nitrogen stainless steel PY - 2008 SN - 978-3-540-78627-6 IS - Part IV SP - 349 EP - 369 PB - Springer CY - Berlin AN - OPUS4-18707 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Hüsken, Götz A1 - Pirskawetz, Stephan A1 - Meinel, Dietmar A1 - Babski, Veronika A1 - Kühne, Hans-Carsten T1 - Methoden zur Analyse des Bruchverhaltens hochfester Stahlfaserbetone N2 - Hochfeste und ultrahochfeste Stahlfaserbetone eignen sich aufgrund ihrer Eigenschaften für den Einsatz bei extremen mechanischen Beanspruchungen. Das für diesen Einsatz erforderliche duktile Bruchverhalten unter Zugbeanspruchung wird ausschließlich durch die Zugabe von geeigneten Stahlfasern und deren Wirkung in der Zementsteinmatrix erreicht. Für eine gezielte stoffliche Optimierung des Systems sind fundierte Kenntnisse zur Wirkungsweise der Stahlfasern notwendig, die bei bisherigen Untersuchungen lediglich auf Basis von klassischen Messverfahren zerstörender Prüfungen gewonnen wurden. Durch das Einbeziehen von Methoden der zerstörungsfreien Materialcharakterisierung können das Bruchverhalten hochfester und ultrahochfester Stahlfaserbetone orts- und zeitaufgelöst untersucht und die einzelnen Phasen des Schädigungsprozesses identifiziert werden. Anhand der vorliegenden Ergebnisse von Zugversuchen eines ultrahochfesten Stahlfaserbetons wird der kombinierte Einsatz von Methoden der zerstörungsfreien Materialprüfung gezeigt und deren Anwendbarkeit in der Analyse des Bruchverhaltens diskutiert. Das Hauptaugenmerk liegt dabei auf der Charakterisierung der ausschlaggebenden Versagensmodi unter Zugbelastung durch die einzelnen Verfahren und dem Vergleich zu klassischen Messmethoden (z. B. Extensometer). Die Zugversuche wurden dazu parallel durch optische Verformungsanalyse mittels Bildkorrelation (DIC), Schallemissionsanalyse (SEA) und 3-D-Computertomografie (CT) begleitet. KW - Stahlfaserbeton KW - Zugbeanspruchung KW - Optische Verformungsanalyse KW - Schallemission KW - Computertomografie PY - 2016 U6 - https://doi.org/10.1002/bate.201600056 SN - 1437-0999 VL - 93 IS - 10 SP - 711 EP - 716 PB - Ernst & Sohn CY - Berlin AN - OPUS4-37767 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Maierhofer, Christiane A1 - Röllig, Mathias A1 - Ehrig, Karsten A1 - Meinel, Dietmar T1 - Validierung der aktiven Thermografie mittels CT zur Charakterisierung von Inhomogenitäten und Fehlstellen in CFK N2 - Aktive Thermografieverfahren werden immer häufiger zur zerstörungsfreien Prüfung von Faserverbundwerkstoffen eingesetzt, da diese völlig berührungslos arbeiten und sowohl zur Prüfung großflächiger Strukturen als auch von großen Stückzahlen kleinerer Komponenten in der Fertigung eingesetzt werden können. Dieser Beitrag beschäftigt sich mit Untersuchungen an typischen Defekten und Inhomogenitäten, die bereits während der Fertigung von CFK Bauteilen entstehen oder unbeabsichtigt mit eingebaut werden. Systematische Untersuchungen wurden mit Blitzthermografie in Reflexions- und Transmissionskonfiguration und mit Computertomographie (CT) durchgeführt. Die CT wurde dabei als Referenzverfahren genutzt, da dieses Verfahren auch kleinere Defekte mit relativ hoher Ortsauflösung und unabhängig von der Tiefe darstellen kann. T2 - DACH-Jahrestagung 2015 CY - Salzburg, Austria DA - 11.05.2015 KW - Aktive Thermografie KW - Computer Tomographie KW - Aluminium Druckguss KW - Poren KW - Validierung PY - 2015 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-345251 SN - 978-3-940283-68-9 IS - DGZfP BB 152 SP - Mi.3.C.1, 1 EP - 8 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) AN - OPUS4-34525 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - Weise, Frank A1 - Paetsch, O. T1 - Quantitative Rissanalyse im Fahrbahndeckenbeton mit der 3D-Computertomographie T2 - DACH Jahrestagung 2015 CY - Salzburg, Austria DA - 2015-05-10 PY - 2015 AN - OPUS4-33476 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Paetsch, O. A1 - Baum, D. A1 - Prohaska, S. A1 - Ehrig, Karsten A1 - Meinel, Dietmar A1 - Ebell, Gino T1 - 3D corrosion detection in time-dependent CT images of concrete N2 - In civil engineering, the corrosion of steel reinforcements in structural elements of concrete bares a risk of stability-reduction, mainly caused by the exposure to chlorides. 3D computed tomography (CT) reveals the inner structure of concrete and allows one to investigate the corrosion with non-destructive testing methods. To carry out such investigations, specimens with a large artificial crack and an embedded steel rebar have been manufactured. 3D CT images of those specimens were acquired in the original state. Subsequently three cycles of electrochemical pre-damaging together with CT imaging were applied. These time series have been evaluated by means of image processing algorithms to segment and quantify the corrosion products. Visualization of the results supports the understanding of how corrosion propagates into cracks and pores. Furthermore, pitting of structural elements can be seen without dismantling. In this work, several image processing and visualization techniques are presented that have turned out to be particularly effective for the visualization and segmentation of corrosion products. Their combination to a workflow for corrosion analysis is the main contribution of this work. T2 - DIR 2015 - International symposium on digital industrial radiology and computed tomography CY - Ghent, Belgium DA - 22.06.2015 KW - Concrete KW - Corrosion detection KW - 3D computer tomography (CT) imaging KW - Image processing KW - Visualization PY - 2015 SP - 1 EP - 10 AN - OPUS4-33711 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - Willer, F. T1 - Die Computertomographien an den Funden der Qubbet el-Hawa T2 - Das Wachsausschmelzverfahren als Kulturtechnik im Alten Ägypten CY - Rheinische Friedrich-Wilhelms-Universität, Bonn DA - 2015-03-06 PY - 2015 AN - OPUS4-32824 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bruno, Giovanni A1 - Staude, Andreas A1 - Meinel, Dietmar A1 - Hentschel, Manfred P. A1 - Müller, Bernd R. ED - Grellmann, W. ED - Frenz, H. T1 - Moderne bildgebende hochauflösende Röntgenverfahren für die Materialcharakterisierung N2 - Die Computertomographie (CT) ist in der Medizin als Standardtechnik etabliert, in der zerstörungsfreien Prüfung wird sie zunehmend angewendet, in einzelnen Fällen sogar als Referenzverfahren eingesetzt. Gegenwärtig ist eine starke Zunahme von Anwendungen der CT in der Materialcharakterisierung zu verzeichnen. Zudem werden weitere moderne 3D-Techniken für werkstoffwissenschaftliche Fragestellungen genutzt, um die Mikrostruktur - auch in situ (z.B. Druck, Temperatur) - aufzuklären. Hier werden neben der konventionellen Absorptions-CT auch die Potenziale der Refraktions-CT zur Beantwortung prozesstechnischer sowie werkstofflicher Fragestellungen aufgezeigt, die ein „ganzheitliches Bild“ des jeweiligen Werkstoffs zum Ziel haben. T2 - Tagung Werkstoffprüfung 2014 - Fortschritte in der Werkstoffprüfung für Forschung und Praxis - Werkstoffeinsatz, Qualitätssicherung und Schadensanalyse CY - Berlin, Germany DA - 04.12.2014 KW - Computer tomography KW - X-ray refraction KW - Ceramics KW - Concrete KW - Inhomogeneous materials KW - Computertomographie KW - Röntgenrefraktion KW - Keramik KW - Beton KW - Mehrphasige Materialien PY - 2014 SN - 978-3-9814516-8-9 SN - 1861-8154 SP - 1 EP - 12 AN - OPUS4-32565 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Paetsch, O. A1 - Baum, D. A1 - Ebell, Gino A1 - Ehrig, Karsten A1 - Heyn, Andreas A1 - Meinel, Dietmar A1 - Prohaska, S. T1 - Korrosionsverfolgung in 3D-computertomographischen Aufnahmen von Stahlbetonproben N2 - Durch die Alkalität des Betons wird Betonstahl dauerhaft vor Korrosion geschützt. Infolge von Chlorideintrag kann dieser Schutz nicht länger aufrechterhalten werden und führt zu Lochkorrosion. Die zerstörungsfreie Prüfung von Stahlbetonproben mit 3D-CT bietet die Möglichkeit, eine Probe mehrfach gezielt vorzuschädigen und den Korrosionsfortschritt zu untersuchen. Zur Quanti-fizierung des Schädigungsgrades müssen die bei dieser Untersuchung anfallenden großen Bilddaten mit Bildverarbeitungsmethoden ausgewertet werden. Ein wesent-licher Schritt dabei ist die Segmentierung der Bilddaten, bei der zwischen Kor-rosionsprodukt (Rost), Betonstahl (BSt), Beton, Rissen, Poren und Umgebung unterschieden werden muss. Diese Segmentierung bildet die Grundlage für sta-tistische Untersuchungen des Schädigungsfortschritts. Hierbei sind die Änderung der BSt-Geometrie, die Zunahme von Korrosionsprodukten und deren Veränderung über die Zeit sowie ihrer räumlichen Verteilung in der Probe von Interesse. Auf-grund der Größe der CT-Bilddaten ist eine manuelle Segmentierung nicht durch-führbar, so dass automatische Verfahren unabdingbar sind. Dabei ist insbesondere die Segmentierung der Korrosionsprodukte in den Bilddaten ein schwieriges Problem. Allein aufgrund der Grauwerte ist eine Zuordnung nahezu unmöglich, denn die Grauwerte von Beton und Korrosionsprodukt unterscheiden sich kaum. Eine formbasierte Suche ist nicht offensichtlich, da die Korrosionsprodukte in Beton diffuse Formen haben. Allerdings lässt sich Vorwissen über die Ausbreitung der Korrosionsprodukte nutzen. Sie bilden sich in räumlicher Nähe des BSt (in Bereichen vorheriger Volumenabnahme des BSt), entlang von Rissen sowie in Porenräumen, die direkt am BSt und in dessen Nahbereich liegen. Davon ausgehend wird vor der Korrosionsprodukterkennung zunächst eine BSt-Volumen-, Riss- und Porenerken-nung durchgeführt. Dieser in der Arbeit näher beschriebene Schritt erlaubt es, halb-automatisch Startpunkte (Seed Points) für die Korrosionsprodukterkennung zu finden. Weiterhin werden verschiedene in der Bildverarbeitung bekannte Algorithmen auf ihre Eignung untersucht werden. T2 - DGZfP-Jahrestagung 2014 CY - Potsdam, Germany DA - 26.05.2014 KW - Korrosion KW - Corrosion KW - CT KW - Computertomographie KW - 3D KW - Stahlbeton KW - Betonstahl KW - Bewehrung KW - Lochkorrosion PY - 2014 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-325080 UR - http://jt2014.dgzfp.de/portals/jt2014/BB/di1c3.pdf SN - 978-3-940283-61-0 IS - DGZfP-BB 148 SP - Di.1.C.3, 1 EP - 10 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) AN - OPUS4-32508 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Dang, V. H. A1 - François, R. A1 - L’Hostis, V. A1 - Meinel, Dietmar T1 - Propagation of corrosion in pre-cracked carbonated reinforced mortar N2 - This paper deals with the initiation and propagation of corrosion in mortar specimens precracked under mechanical loading and carbonated in climate accelerated conditions (50 % CO2–65 % RH)for 15–23 weeks. Mechanical loading led to transverse macro-cracks and damage at the steel-mortar interface characterized by micro-cracks (cover controlled cracking) which favour the carbonation of crack walls and the interface with the steel bar. Wetting–drying cycles performed after carbonation favoured corrosion initiation all along the steel bar because of the carbonated interface and corrosion propagation because of the creation of corrosion cracks which appear to develop from the micro-cracks induced by the mechanical load. Results also show that rust develops all around the perimeter of the carbonated steel bar but that the corrosion layer is thicker in the lower half surface of the reinforcement than that observed in the upper half. Results indicate that the distribution and composition of corrosion products depend on the thickness of the rust layer and that the multilayered structure of rust depends mainly on its thickness. KW - Carbonation KW - Corrosion product KW - Steel bar KW - X-ray tomography PY - 2015 U6 - https://doi.org/10.1617/s11527-014-0338-z SN - 1359-5997 VL - 48 IS - 8 SP - 2575 EP - 2595 PB - Springer AN - OPUS4-39057 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Titschack, J. A1 - Baum, D. A1 - Matsuyama, K. A1 - Boos, K. A1 - Färber, C. A1 - Kahl, W.-A. A1 - Ehrig, Karsten A1 - Meinel, Dietmar A1 - Soriano, C. A1 - Stock, S.R. T1 - Ambient occlusion – A powerful algorithm to segment shell and skeletal intrapores in computed tomography data N2 - During the last decades, X-ray (micro-)computed tomography has gained increasing attention for the description of porous skeletal and shell structures of various organism groups. However, their quantitative analysis is often hampered by the difficulty to discriminate cavities and pores within the object from the surrounding region. Herein, we test the ambient occlusion (AO) algorithm and newly implemented optimisations for the segmentation of cavities (implemented in the software Amira). The segmentation accuracy is evaluated as a function of (i) changes in the ray length input variable, and (ii) the usage of AO (scalar) field and other AO-derived (scalar) fields. The results clearly indicate that the AO field itself outperforms all other AO-derived fields in terms of segmentation accuracy and robustness against variations in the ray length input variable. The newly implemented optimisations improved the AO field-based segmentation only slightly, while the segmentations based on the AOderived fields improved considerably. Additionally, we evaluated the potential of the AO field and AO-derived fields for the separation and classification of cavities as well as skeletal structures by comparing them with commonly used distance-map-based segmentations. For this, we tested the zooid separation within a bryozoan colony, the stereom classification of an ophiuroid tooth, the separation of bioerosion traces within a marble block and the calice (central cavity)-pore separation within a dendrophyllid coral. The obtained results clearly indicate that the ideal input field depends on the three-dimensional morphology of the object of interest. The segmentations based on the AO-derived fields often provided cavity separations and skeleton classifications that were superior to or impossible to obtain with commonly used distance-map-based segmentations. The combined usage of various AO-derived fields by supervised or unsupervised segmentation algorithms might provide a promising target for future research to further improve the results for this kind of high-end data segmentation and classification. Furthermore, the application of the developed segmentation algorithm is not restricted to X-ray (micro-)computed tomographic data but may potentially be useful for the segmentation of 3D volume data from other sources. KW - Micro-computed tomography KW - Pore segmentation KW - Skeletal classification KW - Image analysis PY - 2018 U6 - https://doi.org/10.1016/j.cageo.2018.03.007 SN - 0098-3004 SN - 1873-7803 VL - 115 SP - 75 EP - 87 PB - Elsevier Ltd. AN - OPUS4-44511 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kelly, U. A1 - Richter, S. A1 - Redenbach, C. A1 - Schladitz, K. A1 - Scheuerlein, C. A1 - Wolf, F. A1 - Ebermann, P. A1 - Lackner, F. A1 - Schoerling, D. A1 - Meinel, Dietmar T1 - Nb3Sn wire shape and cross sectional area inhomogeneity in Rutherford cables N2 - During Rutherford cable production the wires are plastically deformed and their initially round shape is distorted. Using X-ray absorption tomography we have determined the 3D shape of an unreacted Nb3Sn 11 T dipole Rutherford cable, and of a reacted and impregnated Nb3Sn cable double stack. State-of-theart image processing was applied to correct for tomographic artefacts caused by the large cable aspect ratio, for the segmentation of the individual wires and subelement bundles inside the wires, and for the calculation of the wire cross sectional area and shape variations. The 11 T dipole cable cross section oscillates by 2% with a frequency of 1.24 mm (1/80 of the transposition pitch length of the 40 wire cable). A comparatively stronger cross sectional area variation is observed in the individual wires at the thin edge of the keystoned cable where the wire aspect ratio is largest. KW - X-ray absorption tomography KW - Image processing KW - Accelerator magnet coils KW - Superconducting PY - 2018 U6 - https://doi.org/10.1109/TASC.2018.2791637 SN - 1051-8223 SN - 1558-2515 VL - 28 IS - 4 SP - Article 4800705, 1 EP - 6 PB - IEEE Journals & Magazines AN - OPUS4-44556 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar T1 - Analyse von Schädigungsprozessen in Beton - Was leistet die CT? Teil 2: Analyse der CT-Daten N2 - Der rekonstruierte CT-Datensatz liefert Informationen über die Dichteverteilung im Untersuchungsobjekt in Form einer Grauwertedarstellung. Zur quantitativen Bestimmung der anhand der Grauwertunterschiede separierbaren Strukturen bedarf es einer genauen Determinierung der diese Strukturen abgrenzenden Übergänge. Am Beispiel der Oberflächenbestimmung an einer Stahlbetonprobe wird der Unterschied zwischen globalem und lokalem Schwellwert gezeigt. Die so erzeugten Oberflächen dienen dem dimensionellen Messen innerhalb des CT-Datensatzes, dem Fitten von Regelgeometrien oder der Durchführung automatischer Analysen (Poren, Wandstäken, Faserorientierung). Zur Reduzierung der Datenmenge und zur Verwendung in Simulationsprogrammen können die gefundenen Oberflächen auch in ein Netzmodell überführt werden. Gezeigt wird der Einsatz dieser Techniken an Untersuchungen von Betonproben in der BAM. T2 - Summer School im Rahmen des DFG Schwerpunktprogramms 2020 "Zyklische Schädigungsprozesse in Hochleistungsbetonen im Experimental-Virtual-Lab" CY - Hotel Park Soltau, 29614 Soltau, Germany DA - 25.06.2018 KW - Computertomographie KW - In-situ CT KW - Bildverarbeitung KW - Beton KW - Korrosion PY - 2018 AN - OPUS4-45431 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Rifai, Haifa A1 - Staude, Andreas A1 - Meinel, Dietmar A1 - Illerhaus, Bernhard A1 - Bruno, Giovanni T1 - In-situ pore size investigations of loaded porous concrete with non-destructive methods N2 - Subject of this investigation is the in-situ evolution of pore volume and pore size distribution in Ytong (a porous concrete material) under increasing pressure with two different non-destructive analytical methods: Nuclear Magnetic Resonance (NMR) and X-ray Computed Tomography (CT). For both methods special strain devices to apply external pressure were constructed. The results from the two techniques yield complementary information on the pore size distribution and allows covering different pore size regions. KW - Pore size KW - Porous concrete KW - Computed tomography KW - Nuclear magnetic resonance PY - 2018 U6 - https://doi.org/10.1016/j.cemconres.2018.06.008 SN - 0008-8846 SN - 1873-3948 VL - 111 SP - 72 EP - 80 PB - Elsevier Ltd. AN - OPUS4-45617 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Brinker, U. A1 - Meinel, Dietmar A1 - Teßmann, B. A1 - Lübke, H. ED - Lewerentz, Annette T1 - Die menschlichen Skelettreste der zur anthropologischen Rudolf-Virchow-Sammlung gehörenden Kollektion des Fundplatzes Rinnukalnsim Norden Lettlands – Resultat eines Forschungsstreites des 19. Jahrhunderts im damaligen Livland N2 - In der anthropologischen Rudolf-Virchow-Sammlung der Berliner Gesellschaft für Anthropologie, Ethnologie und Urgeschichte (BGAEU) befindet sich eine größere Anzahl menschlicher Schädel aus dem Gebiet des heutigen Lettlands, die Mehrzahl dabei von der im Norden Lettlands am Burtnieksee gelegenen Fundstelle Riņņukalns. Der nachfolgende Aufsatz beschreibt die Gründe, warum diese Stücke in den 1870er Jahren in die Sammlung gelangt sind, und präsentiert eine anthropologische Dokumentation und Analyse der Schädelfunde vom Riņņukalns aus der Sammlung. KW - Mikro-CT KW - Anthropologie KW - Schädelfunde PY - 2018 SN - 978-3-86757-994-0 SN - 0178-7896 VL - 39 SP - 35 EP - 54 PB - Berliner Gesellschaft für Anthropologie, Ethnologie und Urgeschichte CY - Berlin AN - OPUS4-48071 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Maierhofer, Christiane A1 - Myrach, Philipp A1 - Röllig, Mathias A1 - Jonietz, Florian A1 - Illerhaus, Bernhard A1 - Meinel, Dietmar A1 - Richter, U. A1 - Miksche, R. ED - Chimenti, Dale E. ED - Bond, Leonard J. T1 - Characterization of pores in high pressure die cast aluminum using active thermography and computed tomography N2 - Larger high pressure die castings (HPDC) and decreasing wall thicknesses are raising the issue of casting defects like pores in aluminum structures. Properties of components are often strongly influenced by inner porosity. As these products are being established more and more in lightweight construction (e.g. automotive and other transport areas), non-destructive testing methods, which can be applied fast and on-site, are required for quality assurance. In this contribution, the application of active thermography for the direct detection of larger pores is demonstrated. The analysis of limits and accuracy of the method are completed by numerical simulation and the method is validated using computed tomography. T2 - 42nd Annual Review of Progress in Quantitative Nondestructive Evaluation CY - Minneapolis, Minnesota, USA DA - 26.07.2015 KW - flash thermography KW - aluminum KW - pores KW - computed tomography PY - 2016 SN - 978-0-7354-1353-5 U6 - https://doi.org/10.1063/1.4940580 VL - 1706 SP - 110009-1 EP - 110009-8 PB - AIP Publishing LLC CY - Melville, New York, USA AN - OPUS4-35848 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - Weise, Frank A1 - Paetsch, O. T1 - Quantitative Rissanalyse im Fahrbahndeckenbeton mit der 3D-Computertomographie N2 - Die Dauerhaftigkeit von Fahrbahndeckenbetonen wird maßgebend von ihrer Mikrostruktur bestimmt. Diese erfährt durch die äußeren Einwirkungen durch Klima und Verkehr über die Nutzungsdauer eine signifikante Veränderung. Im Kontext der in den letzten Jahren verstärkt auftretenden Schadensfälle infolge der Alkali-Kieselsäure-Reaktion (AKR) im deutschen Bundesautobahnnetz stellt sich die Frage, in welchem Maße die ermüdungsinduzierte Betondegradation den Stofftransport und damit die AKR-induzierte Rissbildung begünstigt. Dabei kommt der hochauflösenden räumlichen Quantifizierung der Rissbildung eine zentrale Bedeutung zu und bildet die Basis für die Modellierung der sich überlagernden Schädigungsprozesse. Gegenstand dieses Beitrags ist die Darstellung der Leistungsfähigkeit der 3DComputertomographie (3D-CT) bei der quantitativen Rissanalyse in Betonen ohne und mit Ermüdungsbeanspruchung. Die Untersuchungen erfolgten dabei exemplarisch an Bohrkernen, die einem großformatigen Schwingbalken entnommen wurden. Zur Erreichung einer hinreichenden Ortsauflösung gelangte dabei die Region of Interest – Technik (ROI) zum Einsatz. Die Rissauswertung erfolgte mit einem gemeinsam vom ZIB und der BAM entwickelten Softwaretool für die automatisierte Risserkennung. So erlaubt dieses eine quantitative statistische Auswertung von Rissparametern, wie z.B. Risslänge, -breite und -orientierung. Die Notwendigkeit der automatisierten Rissauswertung beruht darauf, dass die Größe des CT-Datensatzes (mehrere GB) eine vollständige manuelle Segmentierung der Risse im 3D-Raum einen unverhältnismäßigen hohen Aufwand erfordert. Eine automatische Risserkennung liefert darüber hinaus noch weitere Daten, die eine nachträgliche Bearbeitung und Analyse der Risse erst möglich macht. Rissveränderungen über der Zeit können ebenfalls visualisiert und statistisch aufbereitet werden. T2 - DACH-Jahrestagung 2015 CY - Salzburg, Austria DA - 11.05.2015 KW - AKR KW - Beton KW - Risserkennung KW - In-situ CT KW - ZIBAmira KW - Bildverarbeitung PY - 2015 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-335295 SN - 978-3-940283-68-9 IS - DGZfP BB 152 SP - Mo.3.A.1, 1 EP - 11 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) AN - OPUS4-33529 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - Auenmüller, J. T1 - Discovery of Lost Egyptian Gods - Finishing Anient Bronze Cast Work with CT T2 - International Symposium on Digital Industrial Radiology and Comuted Tomography (DIR) CY - Ghent, Belgium DA - 2015-06-22 PY - 2015 AN - OPUS4-34437 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ehrig, Karsten A1 - L' Hostis, V. A1 - Muzeau, B. A1 - Paetsch, O. T1 - Examination of Damage Processes in Concrete with CT T2 - Conference on Industrial Computed Tomography (ICT) CY - Wels, Austria DA - 2014-02-25 PY - 2014 AN - OPUS4-30310 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Brinker, U. A1 - Bērziņš, V. A1 - Ceriņa, A. A1 - Gerhards, G. A1 - Kalniņš, M. A1 - Schmölcke, U. A1 - Meinel, Dietmar A1 - Luebke, H. T1 - Two burials in a unique freshwater shell midden: insights into transformations of Stone Age hunter-fisher daily life in Latvia N2 - The Stone Age site Riņņukalns, Latvia, is the only well-stratified shell midden in the Eastern Baltic. In this paper, we present new interdisciplinary results concerning its dating, stratigraphy, features, and finds to shed light on the daily life of a fisher population prior to the introduction of domesticated animals. The undisturbed part of the midden consists of alternating layers of unburnt mussel shell, burnt mussel shell and fish bone, containing artefacts, some mammal and bird bones, and human burials. Two of them, an adult man and a baby, are discovered recently and date to the calibration plateau between 3350 and 3100 cal BC, and to the later 4th millennium, respectively. Stable isotopes suggest a diet based heavily on freshwater fish, and this is supported not only by ten thousands of identified fish remains, but also by a fish bone concentration nearby the skull of the man, which is interpreted as remain of a grave gift (possible fish soup). Of special interest are the baby’s stable isotope values. It shows that the mother’s diet was atypical (perhaps because she was non-local), and/or that dietary stress during pregnancy increased fractionation between the mother’s diet and her bloodstream KW - Baltic Stone Age KW - Palaeoanthropology PY - 2020 U6 - https://doi.org/10.1007/s12520-020-01049-7 VL - 12 IS - 5 SP - Article number: 97 PB - Springer-Verlag GmbH CY - Germany AN - OPUS4-50653 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Illemann, J. A1 - Meinel, Dietmar A1 - Bellon, Carsten T1 - Effektive Bestimmung der Fokusparameter von Mikrofokus-Röntgenquellen N2 - Mikrofokus-Röntgenquellen werden in der industriellen CT flexibelverwendet, um mit kleiner Leistung hohe Auflösung zu erzielen oder mit verminderter Auflösung bei höherer Leistung kürzere Messzeiten zu erreichen. Insbesondere Quellen in offener Bauweise benötigen Wartung wie Filamentwechsel und Nachstellen der Fokusparameter. Ziel ist es, einen optimal kleinen Quellfleck bei bekannter Spannung einzustellen und dessen Größe zu bestimmen. Zur Überprüfung der Quellfleckgröße sind bereits Verfahren unter Verwendung lithographisch hergestellter Masken mit Strichmustern oder Siemenssternen aus Mikrometer dünnen Schichten aus stark absorbierendem Material wie z.B. Gold bekannt. Diese erfordern wegen der geringen Absorption eine lange Messzeit und sind nur kostenintensiv herzustellen. Ihre Verwendung zur regelmäßigen Qualitätsüberprüfung von CT-Anlagen ist daher nicht verbreitet. Ziel dieser Arbeit ist es, die richtungsabhängige Quellfleckgröße absolut zu bestimmen, wobei nur einfach zu beschaffende Wolframspitzen verwendet werden. Dazu werden radiographische Bilder in hoher Vergrößerung aufgenommen und die Grauwertverteilung parametrisiert. Unter Verwendung der Kenntnis von Targetmaterial und Spannung wird eine eineindeutige Zuordnung zur Quellfleckgröße vorgenommen. Dieses erfordert eine extensive Simulation für verschiedene Spannungen, Fokusgrößen und andere Einflussgrößen, sowie die experimentelle Verifikation an verschiedenen CT-Anlagen im Vergleich zu einer bekannten Methode. Erste Ergebnisse werden vorgestellt und die praktische Implementierung unter Angabe der Einschränkungen der Verwendbarkeit diskutiert. Die Autoren hoffen, damit einen wesentlichen Beitrag zur Verbesserung der Qualitätssicherung und zur Arbeitseffizienz in der Mikrocomputertomographie leisten zu können. T2 - DGZfP DACH-Jahrestagung 2019 CY - Friedrichshafen, Germany DA - 27.05.2019 KW - Mikro-Computertomographie KW - Röntgenröhre KW - Quellfleckgröße KW - Brennfleck PY - 2019 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-485960 UR - https://www.ndt.net/search/docs.php3?id=24551 UR - https://www.ndt.net/article/dgzfp2019/papers/Mi.2.A.3.pdf IS - NDT.net Issue: 2019-08 SP - 1 EP - 13 AN - OPUS4-48596 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Andrade, C. A1 - Saucedo, L. A1 - Rebolledo, N. A1 - Cabeza, S. A1 - Meinel, Dietmar T1 - X-Ray computed tomography and traditional analysis of a capillary absorption test in cement pastes N2 - Water absorption testing has the attraction of being simple, relatively quick and use water as a fluid which is the key substance in the possible concrete deterioration. However, in spite of the advantages its application has remained empirical, except for the testing of resistance to frost, through the identification of the critical degree of saturation. Rilem TC-116 studied this test, among others, for the characterization of concrete resistance against transport through the concrete pore network. Results indicated a low discriminating ability of the absorbency for qualifying concrete resistance and then, it seemed necessary to try to move forward by making the link between the absorption testing and the concrete pore microstructure. In the present work, thanks to the X-Ray computed tomography, it is described the evolution of the water front in three paste-specimen with different w/c ratios (different pore radius distributions). The observations allowed us to deduce that all the pores start to fill simultaneously, but the bigger ones fill quicker and rise less. The saturation degree is measured along the height of the sample, showing that each pore size has a different rate which becomes constant after the first hour. Washburn’s equation was applied to the progressive advance of the water front, resulting in a pore radius much smaller than the one expected. KW - Capillary absorption KW - Pore size distribution KW - X-ray CT KW - Gravimetry PY - 2020 U6 - https://doi.org/10.1016/j.cemconcomp.2020.103634 VL - 113 SP - 103634 PB - Elsevier Ltd. CY - London AN - OPUS4-51487 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Silva, W. A1 - Lopes, R. A1 - Zscherpel, Uwe A1 - Meinel, Dietmar A1 - Ewert, Uwe T1 - X-ray imaging techniques for inspection of composite pipelines N2 - The literature has shown that the application of laminography provides advantages as 3D radiographic imaging with depth information for in house and mobile testing. This permits to distinguish between overlapping indications, measure the extension along radiation direction and classify indications as surface open or subsurface ones as required in critical engineering assessment. This work provides a comparative study and measurements of the three techniques Digital Radiography (DR) with Digital Detector Arrays (DDA), Coplanar Translational Laminography (CTL) and Computed Tomography (CT), applied for composite pipeline inspection. It is demonstrated that CTL and CT provide advantages for the evaluation of pipe-to-pipe connections and the evaluation of adhesive applications. They show indications of discontinuities with higher contrast sensitivity than radiography. Beyond it, two specimen, namely Phantom 1 and Phantom 2, were developed and manufactured by additive manufacturing to analyze the preferential detection sensitivity and the direction of features and depth information for laminographic measurements. Another goal was to show the laminographic capabilities to distinguish between overlapping discontinuities. CTL is especially suitable for mobile inspection. Special glass fiber reinforced polymer samples (GRP) were manufactured for further analysis and comparisons between the abovementioned techniques. Finally, Phantoms 1 and 2 show the capability of laminography to detect overlapping indications and also show that discontinuities oriented perpendicular to the scan direction have the highest contrast sensitivity for laminographic measurements. KW - Digital Radiography KW - Laminography KW - Computed Tomography KW - Composite Pipes KW - Image Quality PY - 2021 U6 - https://doi.org/10.1016/j.micron.2021.103033 SN - 0968-4328 VL - 145 SP - 103033 PB - Elsevier Ltd. AN - OPUS4-52415 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Myrach, Philipp A1 - Jonietz, Florian A1 - Meinel, Dietmar A1 - Suwala, Hubert A1 - Ziegler, Mathias T1 - Calibration of thermographic spot weld testing with X-ray computed tomography N2 - The paper presents an attempt for the calibration of an active thermography method that is suitable for the non-destructive evaluation of spot welds. Nowadays, the quality of spot welds is commonly characterised by the application of random chisel tests, which are time consuming, expensive and destructive. Recently a non-destructive testing method by means of active thermography was proposed that relies on the fact that the mechanical connection formed by the spot weld also serves as a thermal bridge between the two steel sheets joined in the welding process. It is shown in this paper that this thermal bridge can be thermographically characterised by extracting a measure for the spot weld diameter and hence the quality of the spot weld. The determination of the absolute value of the diameter hereby relies on a calibration of the testing system, which is performed by means of X-ray computed tomography in this study. The experiments were carried out using different experimental approaches, namely transmission as well as reflection geometry wSetup in reflectionith laser illumination. A comprehensive evaluation of samples produced using different welding currents, hence different quality, was carried out in order to validate the thermographic results. KW - Thermography KW - Spot welds KW - Spot welding KW - Computed thomography KW - Non-destructive testing PY - 2017 U6 - https://doi.org/10.1080/17686733.2017.1281554 SN - 1768-6733 SN - 2116-7176 VL - 14 IS - 1 SP - 122 EP - 131 PB - Taylor & Francis CY - London AN - OPUS4-40180 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Pulikowski, D. A1 - Lackner, F. A1 - Scheuerlein, C. A1 - Meinel, Dietmar A1 - Savary, F. A1 - Tommasini, D. A1 - Pajor, M. T1 - Testing mechanical behavior of Nb3Sn Rutherford cable during coil winding N2 - In the framework of the development of high field magnets made of Nb3Sn superconductor for projects like HL-LHC and FCC studies, it is needed to refine the understanding of the coil winding process and its impact on the overall mechanical behavior of the conductor. For this purpose, a new cable winding setup has been developed in order to compare the windability of different Nb3Sn Rutherford cables. In addition, various geometrical cable inspection methods were tested and compared. First experimental results obtained with the new set-up for winding tests are summarized. T2 - 2016 Applied Superconductivity Conference (ASC’16) CY - Denver, Colorado, USA DA - 04.09.2016 KW - Coil winding KW - Rutherford cable KW - X-ray absorption tomography PY - 2017 U6 - https://doi.org/10.1109/TASC.2017.2656179 SN - 1051-8223 SN - 1558-2515 VL - 27 IS - 4 SP - 1 EP - 4 PB - IEEE AN - OPUS4-39357 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hüsken, Götz A1 - Pirskawetz, Stephan A1 - Meinel, Dietmar ED - Banjad Pecur, Ivana ED - Baricevic, Ana ED - Stirmer, Nina ED - Bjegovic, Dubravka T1 - Experimental characterization of the fracture behavior of UHPFRC N2 - Ultra-high performance fiber-reinforced concretes (UHPFRCs) are most suitable for applications with extreme mechanical loads. These extreme conditions require ductile behavior under tensile loading, which is obtained solely by the working mechanism of steel fibers. Profound knowledge on the working mechanism of the steel fibers is necessary to optimize this material. Usually, this knowledge is obtained by means of classical destructive measuring techniques. Adopting measuring techniques from non-destructive material testing helps to analyze and to identify the different stages of the fracture mechanism of UHPFRC in detail. The application of different non-destructive measuring techniques is shown exemplary on tensile tests conducted on an UHPFRC mix and its applicability for analyzing the fracture behavior of such concretes is discussed. The main focus is on the characterization of the relevant failure modes under tensile loading by the different measuring techniques and the comparison with classical measuring techniques (e.g. extensometer). The tensile tests have been analyzed by optical deformation measurements using digital image correlation (DIC), acoustic emission analysis (AE), and 3D computed tomography (CT). T2 - 1st International Conference on Construction Materials for Sustainable Future (CoMS_2017) CY - Zadar, Croatia DA - 19.04.2017 KW - UHPFRC KW - Tensile strength KW - Acoustic emission analysis KW - Optical deformation measurement KW - 3D computed tomography PY - 2017 SN - 978-953-8168-04-8 SP - 293 EP - 299 AN - OPUS4-39910 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Meinel, Dietmar A1 - Willer, F. ED - Fitzenreiter, M. ED - Willer, F. ED - Auenmüller, J. T1 - Röntgen-Mikro-Computertomographie (µCT) - Virtuelle Freilegung innenliegender Strukturen N2 - Im Frühjahr 1969 wurde bei Ausgrabungen der Universität Bonn unter Leitung von Elmar Edel auf der Qubbet el-Hawa ein außergewöhnliches Depot mit Materialien einer antiken Gusswerkstatt gefunden. Im Zuge der Fundteilung gelangten die meisten Stücke des Konvolutes in das Ägyptische Museum der Universität Bonn und werden dort aufbewahrt. Die Deponierung des für die Forschung zur antiken Metallurgie bisher einzigartigen Konvoluts geschah im Zuge der Nachnutzung von Grabanlagen aus dem Alten Reich (um 2100 v. u. Z.) in der ägyptischen Spätzeit (um 550 – 400 v. u. Z.). Das Depot enthält Objekte, die alle Fertigungsstufen von Metallgegenständen im Wachsausschmelzverfahren dokumentieren. Es wurden Stücke von Rohwachs sowie Wachsmodelle und die zu deren Herstellung genutzten Negativformen gefunden. Weiterhin enthielt es vollständige Gussformen, die in einem aufwendigen Mehrschalenverfahren hergestellt wurden und teilweise bereits für den Guss ausgebrannt worden sind. Schließlich zählen einige Metallfiguren sowie weitere figürliche Objekte zum Konvolut, die alle in den Bereich einer kunsthandwerklichen Werkstatt deuten. Eine Besonderheit stellen zudem Gussformen dar, in denen Fragmente von Metallfiguren zur Reparatur im Überfangguss vorbereitet waren. Das Depot wurde in der Gesamtpublikation der Bonner Grabungen bisher nur summarisch vorgestellt. 2014/15 initiierten die Abteilung Ägyptologie der Universität Bonn und das LVR-LandesMuseum Bonn unter Ludwig D. Morenz und Michael Schmauder ein gemeinsames und von der Fritz-Thyssen-Stiftung gefördertes Forschungsprojekt, das von Martin Fitzenreiter, Johannes Auenmüller und Frank Willer geleitet wurde. In Kooperation mit Dietmar Meinel (Bundesanstalt für Materialforschung und -prüfung Berlin / BAM, Fachbereich 8.5 Mikro-ZfP), Roland Schwab (Curt-Engelhorn-Zentrum Archäometrie gGmbH, Mannheim), Gerwulf Schneider (FU Berlin, Exzellenzcluster TOPOI), Ursula Baumer und Patrick Dietemann (beide Doerner-Institut / München), Thorsten Geisler-Wierwille (Steinmann Institut für Geologie, Mineralogie und Paläontologie der Universität Bonn) sowie Ursula Tegtmeier (Labor für Archäobotanik der Universität Köln) wurden die Objekte des Konvolutes eingehend und mit zeitgemäßen Verfahren untersucht. Die Ergebnisse dieses Forschungsprojekts werden in dieser Publikation vorgelegt. KW - Mikro-CT KW - Bronzeguss KW - Digitale Bildverarbeitung PY - 2016 SN - 978-3-86893-225-6 SP - 82 EP - 117 PB - EB-Verlag CY - Berlin AN - OPUS4-39208 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar T1 - Computertomographie in der BAM N2 - Überblicksvortrag über die Aktivitäten des FB 8.5 im Bereich der industriellen Computertomographie T2 - 6. Geo-CT / Imaging Workshop CY - Institut für Geowissenschaften, Jena, Germany DA - 10.11.2016 KW - Mikro-CT KW - Synchrotron CT KW - In-situ 3D-CT PY - 2016 AN - OPUS4-39209 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schilling, Markus A1 - Niebergall, Ute A1 - Alig, I. A1 - Oehler, H. A1 - Lellinger, D. A1 - Meinel, Dietmar A1 - Böhning, Martin T1 - Crack propagation in PE-HD induced by environmental stress cracking (ESC) analyzed by several imaging techniques N2 - Different imaging techniques were employed to monitor Full Notch Creep Test (FNCT) experiments addressing environmental stress cracking in more detail. The FNCT is a well-established test method to assess slow crack growth and environmental stress cracking of polymer materials, especially polyethylene. The standard test procedure, as specified in ISO 16770, provides a simple comparative measure of the resistance to crack growth of a certain material based on the overall time to failure when loaded with a well-defined mechanical stress and immersed in a liquid medium promoting crack propagation. Destructive techniques which require a direct view on the free fracture surface, such as light microscopy and laser scanning microscopy, are compared to non-destructive techniques, i.e. scanning acoustic microscopy and xray micro computed tomography. All methods allow the determination of an effective crack length. Based on a series of FNCT specimens progressively damaged for varied Durations under standard test conditions, the estimation of crack propagation rates is also enabled. Despite systematic deviations related to the respective Imaging techniques, this nevertheless provides a valuable tool for the detailed evaluation of the FNCT and its further development. KW - Environmental stress cracking (ESC) KW - Slow crack growth (SCG) KW - Full notch creep test (FNCT) KW - X-ray computed tomography (CT) KW - Laser scanning microscopy (LSM) KW - Scanning acoustic microscopy (SAM) PY - 2018 U6 - https://doi.org/10.1016/j.polymertesting.2018.08.014 SN - 0142-9418 SN - 1873-2348 VL - 70 SP - 544 EP - 555 PB - Elsevier AN - OPUS4-45766 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Ghantous, R.M. A1 - François, R. A1 - Poyet, S. A1 - L’hostis, V. A1 - Bernachy-Barbe, F. A1 - Meinel, Dietmar A1 - Portier, L. A1 - Tran, N.-C. T1 - Relation between crack opening and extent of the damage induced at the steel/mortar interface N2 - Cracks are inevitable in reinforced concrete structures and promote the diffusion of aggressive agents towards the reinforcement. In Eurocodes, for some exposure conditions, a threshold not to be exceeded for crack width near the rebar is recommended in order to limit risks of corrosion development and ensure structure durability. On the other hand, several studies show that the steel/mortar interface quality at the intersection with a crack strongly influences corrosion development. The aim of this study was therefore to test whether a relation exists between the extent of mechanical damage at the interface and the corresponding residual crack opening. To this end, specimens were cracked using three point bending test apparatus and the evolution of crack opening was determined on the outer surface and deep within the specimen. It was observed that the crack opening measured on the outer surface of the specimen was very close to that measured at various depths within the specimen at the same height level. In addition, the length of the mechanically damaged interface was determined for each residual crack opening. It was deduced that cracks induced significant steel/mortar Interface damage independently of the size of their openings. The length of the mechanically damaged interface increased proportionally to the residual crack opening without showing marked variation after a certain crack opening value. Based on the observed results, it is deduced that defining thresholds on crack openings is logical for esthetic reasons but is not articularly relevant for corrosion risk assessment. KW - Reinforced concrete KW - Cracks KW - Load-induced damage KW - Micro-CT PY - 2018 U6 - https://doi.org/10.1016/j.conbuildmat.2018.10.176 VL - 193 SP - 97 EP - 104 PB - Elsevier Ltd. CY - Oxford, GB AN - OPUS4-46623 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Poyet, S. A1 - Dridi, W. A1 - L'Hostis, V. A1 - Meinel, Dietmar T1 - Microstructure and diffusion coefficient of an old corrosion product layer and impact on steel rebar corrosion in carbonated concrete N2 - Corrosion is the major degradation pathway affecting reinforced concrete structures. In the long-term, the rust layer might become thick and slow down the diffusion of oxygen from the atmosphere to the steel. With this in mind, the mineralogy, microstructure and diffusion properties of an old and thick corrosion product layer were investigated. Despite the presence of macropores, the gas diffusion coefficient was found to be low. The impact of the layer on the oxygen diffusion was evaluated using Fick’s law. The results showed that the layer could reduce the flux of oxygen only in a specific configuration. KW - Steel reinforced concrete KW - Rust KW - X-ray computed tomography KW - Micro-CT PY - 2017 U6 - https://doi.org/10.1016/j.corsci.2017.06.002 VL - 2017 IS - 125 SP - 48 EP - 58 PB - Elsevier B.V. CY - Radarweg 29, 1043 NX Amsterdam, The Netherlands AN - OPUS4-41784 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Obaton, A-F. A1 - Fain, J. A1 - Djemaï, M. A1 - Meinel, Dietmar A1 - Léonard, Fabien A1 - Mahé, E. A1 - Lécuelle, B. A1 - Fouchet, J-J. A1 - Bruno, Giovanni T1 - In vivo XCT bone characterization of lattice structured implants fabricated by additive manufacturing N2 - Several cylindrical specimens and dental implants, presenting diagonal lattice structures with different cell sizes (600, 900 and 1200 µm) were additively manufactured by selective laser melting process. Then they were implanted for two months in a sheep. After removal, they were studied by Archimedes’ method as well as X-ray computed tomography in order to assess the penetration of bone into the lattice. We observed that the additive manufactured parts were geometrically conform to the theoretical specifications. However, several particles were left adhering to the surface of the lattice, thereby partly or entirely obstructing the cells. Nevertheless, bone penetration was clearly visible. We conclude that the 900 µm lattice cell size is more favourable to bone penetration than the 1200 µm lattice cell size, as the bone penetration is 84 % for 900 µm against 54 % for 1200 µm cell structures. The lower bone penetration value for the 1200 µm lattice cell could possibly be attributed to the short residence time in the sheep. Our results lead to the conclusion that lattice implants additively manufactured by selective laser melting enable better bone integration. KW - Biomedical engineering KW - Dentistry KW - Medical imaging KW - X-ray computer tomography PY - 2017 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-418648 SN - 2405-8440 IS - 3 SP - Article e00374, 1 EP - 21 PB - Elsevier Limited CY - 125 London Wall London, EC2Y 5AS United Kingdom AN - OPUS4-41864 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Oesch, Tyler A1 - Weise, Frank A1 - Meinel, Dietmar A1 - Gollwitzer, Christian T1 - Quantitative in-situ analysis of water transport in concrete completed using X-ray computed tomography N2 - This paper describes a novel methodology for quantitative in-situ moisture measurement without tracking agents using X-ray computed tomography (XCT). The high levels of grey-scale precision required for the measurement of moisture without tracking agents resulted in the need for an additional image calibration procedure to correct for water-related X-ray scattering and for equipment-variability related artefacts arising during in-situ testing. This calibration procedure was developed on the basis of existing principles of XCT image cor-rection. Resulting images of moisture distribution exhibit a high level of agreement with expected material behaviour. This research demonstrated that XCT can be successfully used to measure both moisture-front movement over time and changes in 3D moisture distribution within samples. This approach to moisture measurement lays the groundwork for the planned future investigation of the interaction between cracking induced by varying chemical and mechanical processes and water transport in concrete. KW - X-ray computed tomography (XCT) KW - In-situ testing KW - Water transport KW - Quantitative moisture measurement KW - Concrete PY - 2019 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-474395 SN - 1573-1634 VL - 127 IS - 2 SP - 371 EP - 389 PB - Springer Netherlands AN - OPUS4-47439 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Stoll, M. A1 - Huber, F. M. A1 - Trumm, M. A1 - Enzmann, F. A1 - Meinel, Dietmar A1 - Wenka, A. A1 - Schill, E. A1 - Schäfer, T. T1 - Experimental and numerical investigations on the effect of fracture geometry and fracture aperture distribution on flow and solute transport in natural fractures N2 - The impact of fracture geometry and aperture distribution on fluid movement and on non-reactive solute transport was investigated experimentally and numerically in single fractures. For this purpose a hydrothermally altered and an unaltered granite drill core with axial fractures were investigated. Using three injection and three extraction locations at top and bottom of the fractured cores, different dipole flow fields were examined. The conservative tracer (Amino-G) breakthrough curves were measured using fluorescence spectroscopy. Based on 3-D digital data obtained by micro-computed tomography 2.5-D numerical models were generated for both fractures by mapping the measured aperture distributions to the 2-D fracture geometries (x-y plane). Fluid flow and tracer transport were simulated using COMSOL Multiphysics®. By means of numerical simulations and tomographic imaging experimentally observed breakthrough curves can be understood and qualitatively reproduced. The experiments and simulations suggest that fluid flow in the altered fracture is governed by the 2-D fracture geometry in the x-y plane, while fluid flow in the unaltered fracture seems to be controlled by the aperture distribution. Moreover, we demonstrate that in our case simplified parallel-plate models fail to describe the experimental findings and that pronounced tailings can be attributed to complex internal heterogeneities. The results presented, implicate the necessity to incorporate complex domain geometries governing fluid flow and mass transport into transport modeling. KW - Natural fracture geometry KW - Solute transport experiments KW - Micro-computed tomography PY - 2019 U6 - https://doi.org/10.1016/j.jconhyd.2018.11.008 SN - 0169-7722/ VL - 221 SP - 82 EP - 97 PB - Elsevier B.V. AN - OPUS4-47863 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Khrapov, D. A1 - Kozadayeva, M. A1 - Koptyug, A. A1 - Mishurova, Tatiana A1 - Meinel, Dietmar A1 - Surmenev, R. A1 - Surmeneva, M. T1 - Geometrical features and mechanical properties of the sheet-based gyroid scaffolds with functionally graded porosity manufactured by electron beam melting N2 - Functionally graded porous scaffolds (FGPS) constructed with pores of different size arranged as spatially continuous structure based on sheet-based gyroid with three different scaling factors of 0.05, 0.1 and 0.2 were produced by electron beam powder bed fusion. The pore dimensions of the obtained scaffolds satisfy the values required for optimal bone tissue ingrowth. Agglomerates of residual powder were found inside all structures, which required post-manufacturing treatment. Using X-ray Computed Tomography powder agglomerations were visualized and average wall thickness, wall-to-wall distances, micro- and macro-porosities were evaluated. The initial cleaning by powder recovery system (PRS) was insufficient for complete powder removal. Additional treatment by dry ultrasonic vibration (USV) was applied and was found successful for gyroids with the scaling factors of 0.05 and 0.1. Mechanical properties of the samples, including quasi-elastic gradients and first maximum compressive strengths of the structures before and after USV were evaluated to prove that additional treatment does not produce structural damage. The estimated quasi-elastic gradients for gyroids with different scaling factors lie in a range between 2.5 and 2.9 GPa, while the first maximum compressive strength vary from 52.5 for to 59.8 MPa, compressive offset stress vary from 46.2 for to 53.2 MPa. KW - Additive manufacturing KW - Electron beam KW - Powder bed fusion KW - Triply periodic minimal surfaces KW - Functionally graded porous scaffolds KW - X-ray computed tomography PY - 2023 U6 - https://doi.org/10.1016/j.mtcomm.2023.106410 SN - 2352-4928 VL - 35 SP - 1 EP - 9 PB - Elsevier Ltd. AN - OPUS4-57682 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Obaton, A.-F. A1 - Fain, J. A1 - Meinel, Dietmar A1 - Tsamos, Athanasios A1 - Léonard, F. A1 - Lécuelle, B. A1 - Djemaï, M. T1 - In Vivo Bone Progression in and around Lattice Implants Additively Manufactured with a New Titanium Alloy N2 - The osseointegration in/around additively manufactured (AM) lattice structures of a new titanium alloy, Ti–19Nb–14Zr, was evaluated. Different lattices with increasingly high sidewalls gradually closing them were manufactured and implanted in sheep. After removal, the bone–interface implant (BII) and bone–implant contact (BIC) were studied from 3D X-ray computed tomography images. Measured BII of less than 10 µm and BIC of 95% are evidence of excellent osseointegration. Since AMnaturally leads to a high-roughness surface finish, the wettability of the implant is increased. The new alloy possesses an increased affinity to the bone. The lattice provides crevices in which the biological tissue can jump in and cling. The combination of these factors is pushing ossification beyond its natural limits. Therefore, the quality and speed of the ossification and osseointegration in/around these Ti–19Nb–14Zr laterally closed lattice implants open the possibility of bone spline key of prostheses. This enables the stabilization of the implant into the bone while keeping the possibility of punctual hooks allowing the implant to be removed more easily if required. Thus, this new titanium alloy and such laterally closed lattice structures are appropriate candidates to be implemented in a new generation of implants. KW - Osseointegration KW - X-ray computed tomography KW - Additive manufacturing KW - Machine learning segmentation PY - 2023 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-577066 VL - 13 IS - 12 SP - 1 EP - 18 PB - MDPI CY - Basel, Switzerland AN - OPUS4-57706 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Konert, Florian A1 - Wieder, Frank A1 - Nietzke, Jonathan A1 - Meinel, Dietmar A1 - Böllinghaus, Thomas A1 - Sobol, Oded T1 - Evaluation of the impact of gaseous hydrogen on pipeline steels utilizing hollow specimen technique and μCT N2 - The high potential of hydrogen as a key factor on the pathway towards a climate neutral economy, leads to rising demand in technical applications, where gaseous hydrogen is used. For several metals, hydrogen-metal interactions could cause a degradation of the material properties. This is especially valid for low carbon and highstrength structural steels, as they are commonly used in natural gas pipelines and analyzed in this work. This work provides an insight to the impact of hydrogen on the mechanical properties of an API 5L X65 pipeline steel tested in 60 bar gaseous hydrogen atmosphere. The analyses were performed using the hollow specimen technique with slow strain rate testing (SSRT). The nature of the crack was visualized thereafter utilizing μCT imaging of the sample pressurized with gaseous hydrogen in comparison to one tested in an inert atmosphere. The combination of the results from non-conventional mechanical testing procedures and nondestructive imaging techniques has shown unambiguously how the exposure to hydrogen under realistic service pressure influences the mechanical properties of the material and the appearance of failure. KW - Energy Engineering and Power Technology KW - Condensed Matter Physics KW - Fuel Technology KW - Renewable Energy, Sustainability and the Environment KW - µCT KW - Hollow Specimen Technique KW - Hydrogen Embrittlement PY - 2024 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-595077 SN - 0360-3199 VL - 59 SP - 874 EP - 879 PB - Elsevier B.V. AN - OPUS4-59507 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Meinel, Dietmar A1 - Ulbricht, Alexander A1 - Gardei, André T1 - Classic Materials Testing in the Light of CT N2 - Currently, mandatory requirements and recommendations for the detection of irregularities in laser beam welded joints are based on classic micrographs as set out in the standard ISO 13919-1:2019. Compared to classic micrographs, computed tomography enables a non-destructive, three-dimensional and material-independent mode of operation, which delivers much more profound results. Even in building material testing, methods with limited informative value can be checked and supplemented by CT examinations. T2 - 13th International Conference on Industrial Computed Tomography (iCT2024) CY - Wels, Austria DA - 06.02.2024 KW - Computed Tomography KW - Additive Manufacturing KW - Machine-Learning Segmentation KW - Air Void System PY - 2024 AN - OPUS4-59568 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -