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- Concrete (2)
- Voids (2)
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- Aktive thermografie (1)
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- CFRP-laminates (1)
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The applicability of pulse phase thermography (PPT) for the investigation of structures is studied systematically on concrete test specimens and on a plastered sandstone column. In the test specimens, voids and delaminations are implemented in different depths and with different sizes, modelling real voids, honeycombing and debonding. Delaminations of plaster in concrete and masonry and behind tiles on concrete are investigated. PPT is based on the frequency analysis of the cooling down process of actively heated surfaces. Therefore, it is contactless and thus completely non-destructive (if overheating of the surface is prevented), fast and allows the inspection of large surface areas. The interpretation of amplitude and phase images gives semi-quantitative information about the observed defects. The phase images provide a deeper probing up to 1015 cm in relation to the interpretation of the thermograms and to the amplitude images. In addition, the influence of surface inhomogeneities and non-uniform heating is reduced.
Zerstörungsfreie Ortung von Fehlstellen und Inhomogenitäten in Bauteilen mit der Impuls-Thermografie
(2004)
Impulse-thermography is an active method for quantitative investigations of the near surface region of various structures. It has recently been applied and optimised to applications in civil engineering. By using either an internal or external heat source, parts of the structure under investigation are heated up and the transient heat flux is observed by recording the temperature change at the surface as a function of time. This method is very well suited for the detection of voids and honeycombing in concrete, up to concrete covers of 10 cm as well as for the location of delaminations in multi-layered systems (e.g. plaster on concrete, CFRP-laminates on concrete, asphalt on concrete). Also safety relevant defects like voids in tendon ducts and cracks in concrete could be recognised.
Ziel der hier vorgestellten Untersuchungen war es, die Einflüsse von variierenden thermischen Eigenschaften des Baustoffs sowie von unterschiedlichen Emissivitäten der Oberfläche auf die Ortung von Inhomogenitäten in Bauwerksstrukturen mit der aktiven Thermografie zu quantifizieren bzw. durch geeignete Auswerteverfahren zu reduzieren. Vorgestellt werden Ergebnisse von Untersuchungen an Betonprobekörpern mit unterschiedlichen Betonrezepturen und Oberflächenbeschichtungen und -modifikationen sowie an einem historischen Mauerwerksprobekörper mit aufsteigender Feuchte. Die Auswertung der Thermografiesequenzen erfolgte sowohl im Zeit- als auch im Frequenzbereich.