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- Computertomographie (8)
- Concrete (7)
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- X-ray computed tomography (5)
- CT (4)
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- Micro-computed tomography (3)
Organisationseinheit der BAM
- 8 Zerstörungsfreie Prüfung (19)
- 8.5 Röntgenbildgebung (19)
- 7 Bauwerkssicherheit (3)
- 7.1 Baustoffe (2)
- 8.0 Abteilungsleitung und andere (2)
- 5 Werkstofftechnik (1)
- 5.3 Polymere Verbundwerkstoffe (1)
- 7.5 Technische Eigenschaften von Polymerwerkstoffen (1)
- 8.2 Zerstörungsfreie Prüfmethoden für das Bauwesen (1)
- 9 Komponentensicherheit (1)
Eingeladener Vortrag
- nein (7)
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.
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.
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.
X-Ray computed tomography and traditional analysis of a capillary absorption test in cement pastes
(2020)
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.
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.
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.
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.
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