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Eingeladener Vortrag
- nein (21)
Industrial computed tomography (CT) today is an important method to analyze defects and to measure the geometry of technical products. The measurement capability of industrial CT often depends on the knowledge of the measurement errors being present. Only with this knowledge, effective corrections are possible by manufacturers, or adapted measurement procedures become possible for the customers. Thus, there is the strong need to have adequate reference standards both for the assessment of general dependencies and for the measurement of task-specific effects. Especially the latter are difficult to assess. This paper shows the application of a versatile dismountable workpiece-near reference body for the use with CT. The reference standard was made from a miniaturized cast aluminium (one-)cylinder head. It can be dismounted into four segments, each featuring reference geometries which enable a registration of CT measured and other reference datasets (e.g. from tactile CMM). The reference standard embodies complex freeform surfaces which are a challenging measurement task for CT and other sensors. Here the application of the reference standard is the study of the influence of material mixes. This is realized by adding pieces of other materials which disturb the mono-material measurement.
Results of the application of the reference standard are presented using data from industrial micro-CT systems and CMM reference data. A special emphasis is given on the workflow of the data processing and the data analysis.
Kurzfassung
Röntgen-Computertomographie (CT) ist eine industriell eingeführte Technik zur zerstörungsfreien Fehlererkennung. Seit einiger Zeit werden industrielle CT-Anlagen auch zur Geometriebestimmung, d.h. für dimensionelle Messungen eingesetzt. Bei diesen Messungen treten Messabweichungen auf, die wegen komplexer Einflussgrößen derzeit nur schlecht quantifiziert werden können. Die Größe der beobachteten Messabweichungen erschwert zum Teil noch die weitere Anwendung der CT als Messtechnik. Das momentan mit CT messbare Teilespektrum wird bei dickwandigen Bauteilen durch die fehlende Verfügbarkeit von Röntgendetektoren für hohe Energien (speziell Flächendetektoren) beschränkt. Im folgenden wird ein Forschungsprojekt zwischen 10 deutschen Industrieunternehmen und Instituten und zwei deutschen Bundesanstalten (Physikalisch-Technische Bundesanstalt (PTB) und Bundesanstalt für Materialforschung und -prüfung) vorgestellt, dass die Weiterentwicklung der CT als dimensionelle Messtechnik zur Aufgabe hat. Das Projekt hat eine Laufzeit von drei Jahren (Start 01.Okt. 2003). Es werden hier die Projektziele und erste Ergebnisse vorgestellt.
Corrosion of steel reinforcement in concrete exposed to chloride containing environments is a serious problem in civil engineering practice. Electrochemical methods, e.g., potential mapping, provide information whether the steel reinforcement is still passive or depassivation has been initiated. By applying such techniques no information on the type of corrosion, its extent and distribution of corrosion products is available. Particular the corrosion progress is a significant problem. Especially in the case of macrocell corrosion in reinforced concrete structures, the development at the anode cannot be separated into corrosion damage resulting from macrocell corrosion or self-corrosion. Until now also in laboratory tests it is impossible to collect such information without destroying specimens after electrochemical testing was performed. To overcome this problem it was tried to study the steel surface within the mortar specimens by X-ray tomography (CT). Within the scope of these investigations it could be shown, that X-ray tomography is suitable to make corrosion pits and their development visible which are embedded in a mortar with a cover thickness of about 35 mm. In this publication the time-dependent corrosion damage of reinforced steel is documented by X-ray tomography.
Investigations of corrosion on small cathodes in reinforced concrete - observations and suggestions
(2009)
Corrosion of steel reinforcement in concrete exposed to chloride containing environments is a serious
problem in civil engineering practice. The standards and guidelines contain only minimum
requirements regarding concrete quality and concrete cover. In very critical cases, for example the
ingress of chlorides, the application of different coatings is currently the only possibility to protect the
reinforced concrete structures. In this case the modelling of reinforcement corrosion would be more
practical. One sub-project of a DFG-research project (FOR 537) is currently performed at the Federal
Institute for Materials Research and Testing (BAM). Aim of the sub-project is the description of
corrosion propagation and the characterization of the corrosion on specimens with small cathodes by
electrochemical parameters. The electrochemical parameters are determined by suitable
electrochemical measurements, considering concrete parameters as well as different environmental
conditions.