TY - THES A1 - Brink, Arne Nielsen T1 - Einsatz der Impuls-Thermografie zur quantitativen zerstörungsfreien Prüfung im Bauwesen N2 - Qualitative und quantitative Möglichkeiten der Impuls-Thermografie als zerstörungsfreies Prüfverfahren im Bauwesen werden dargelegt. Es wird aufgezeigt, inwiefern sich die Impuls- Thermografie zur Lösung des inversen Problems eignet. N2 - Non-destructive testing in civil engineering gains more and more importance. So far it had only be used selectively for damage investigations at reconstruction measures for example. But in the future it could play a decisive role in the field of quality assurance. A requirement for applying non-destructive testing methods is their suitability for daily use. Therefore enhancements of the techniques which are partly at the laboratory stage up to technically mature testing methods with an adequate standardisation is a clear defined aim for the research institutions in this field. A method capable for non-destructive testing is impulse thermography, as it is an established technique for material testing in other industry branches. In addition passive thermography in civil engineering is accepted tool for the thermal testing of stationary systems. The advantages of thermography are the possibility of investigating extensive constructions and components fast and broadly and its imaging application allowing the data analysis directly at the site. Within the scope of this work qualitative and quantitative possibilities of impulse thermography as a non-destructive testing method will be presented. It will be shown to what extent impulse thermography is suited for solving the inverse problems. For investigating the practicability experimental measurements were made in the laboratory at three different practical specimen. In detail, voids in concrete structures (Pk1), delaminations of plaster on concrete constructions (Pk2) and defects behind cleaving tiles taken in thick bed mortar on concrete walls (Pk3) were studied. Besides the experimental measurements numerical simulations were carried out. Therefore a program was written based on finite differences. The method and the boundary conditions and the simulation program are described in this work. With the help of the program an extensive variation of every influence parameter was undertaken for specimen Pk1. In particular the effects on the maximum temperature difference between a reference and a defect and on the time of its appearance were analysed. After the parameter variation numerical simulations were carried out for the three specimen along the lines of the experimental measurements and compared with them. While the measurements and simulations for specimen Pk1 are in agreement on the main lines, the results diverge substantial for the other two specimen. Feasible reasons for these differences are discussed in chapter 7. With regard to the quantitative possibilities of impulse thermography in the scope of this work two approaches were considered. On the one hand the simulation results for specimen Pk1 were analysed systematically and used for the determination of the void depths. On the other hand the experimental and the simulated temperature time curves were fitted with a theoretical model. The results prove the suitability of impulse thermography for non-destructive testing in civil engineering for the tasks chosen within the scope of this work. T3 - BAM Dissertationsreihe - 7 KW - Impuls-Thermografie KW - Bauwesen PY - 2005 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-1510 SN - 978-3-86509-300-0 SN - 1613-4249 VL - 7 SP - 1 EP - 122 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-151 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -