Active thermography by inducing a non-stationary temperature distribution in combination with the analysis of temporal data in frequency domain (pulse phase thermography) is very well suited for the visualisation of inhomogeneities and defects close to the surface (up to a depth of 10 cm) of building structures. But for quantitative analysis of data recorded on the building site, the main problems are manifold. In this paper, the results of several case studies will be presented involving the investigation of masonry and concrete structures.
IntroductionAs shown in recent publications [1,2,3], active thermography by inducing a non-stationary temperature distribution (e. g. impulse thermography) in combination with the analysis of temporal data in frequency domain (e. g. pulse phase thermography) is very well suited for the visualisation of inhomogeneities and defects close to the surface (up to a depth of 10 cm) of building structures. For quantitative analysis of data recorded on-site, the main problems are manifold: the inaccessibility of most of the investigated structures, the changing environmental conditions, the inhomogeneity of the investigated surfaces and the relatively thick building structures in relation to the low thermal diffusivity of the building materials have to be considered. Although a lot of investigations of different measurement problems occurring in civil engineering have been carried out, most of the hitherto presented are results of laboratory measurements.In this paper, the results of several case studies will be presented. These applications so far involve the investigation of the masonry structure behind plaster, the location of plaster delaminations, the location of voids below a stone pavement, the location of asphalt delaminations on concrete bridges and the location of delaminations of carbon fibre reinforced plastics (CFRP) for reinforcing concrete structures. Due to the high sensitivity of active thermography to defects at depths between 0.1 and 10 cm [2,4,5], it is complementary to other non-destructive testing methods like radar, ultrasonics and impact-echo successfully applied in civil engineering. These techniques achieve reliable results only starting from depth of 5 to 10 cm and deeper [6].For performing on-site investigations, the measurement equipment has to be mobile, light, flexible, water resistant and easy to apply with a maximum of two operators. To overcome the obstacles given by the external conditions, different kinds of heating units including radiant and fan heaters, flash and halogen lamps in combination with a mobile computing unit for digital data recording in real time and a flexible infrared-camera for stationary and moved measurements were used. Data