Abstract

The contribution of natural wood defects such as knots is an important factor influencing the strength characteristics of structural timber. This paper discusses the use of active thermography in the timber diagnostics, particularly in the determination of the knot area ratio (KAR) in elements covered with paint coatings. Moreover, on the basis of thermal images, the localization for the subsequent semi-destructive tests (SDTs) was established. Three different sources of external energy supply were used in the studies: laboratory dryer, air heater and halogen lamps. The active thermography tests were performed on elements made of three wood species (fir, pine and spruce). The specimens were covered with varying layers of paint coatings and primers, to reflect the actual condition of the historic structural elements. The obtained thermal images enabled the estimation of the KAR, due to the difference in temperature between solid wood and knots occurring therein. It should be noted that the results were affected by an external energy source and subjective judgement of the operator. Moreover, active thermography could be an effective method for the indication of the regions within which SDTs should be performed in order to properly assess the technical state of an element covered with polychrome.

Highlights

  • In optimal conditions, timber maintains its extraordinary durability; in conditions of regular exploitation of buildings, it deteriorates more rapidly than other building materials

  • After preliminary testing using control points equivalent to the other methods, the error was countered by determining the control points on solid wood within a similar color and on the same type of paint coating that the knot was covered with

  • The paper covered the topic of application of active thermography in determining the knot area ratio of elements covered with paint coatings that simulated historic polychromes

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Summary

Introduction

Timber maintains its extraordinary durability; in conditions of regular exploitation of buildings, it deteriorates more rapidly than other building materials. The application of semi-destructive tests (e.g., sclerometric or drilling resistance tests) provides a qualitative assessment of the material, yet requires careful selection of the testing location in order to obtain results representative for a given material type [10]. The location of such tests should be devoid of the influence of any natural wood defects, such as knots or cracks [11]

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