An Approach to In Situ Evaluation of Timber Structures Based on Equalization of Non-Destructive and Mechanical Test Parameters

• Published in: Buildings (Basel) Vol. 13; no. 6; p. 1405
• Main Authors: Josifovski, Andrej, Todorović, Nebojša, Milošević, Jelena, Veizović, Marko, Pantelić, Filip, Aškrabić, Marina, Vasov, Miomir, Rajčić, Aleksandar
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.06.2023
• Subjects: Acoustics; Architectural elements; Architecture; building diagnostics; Buildings; Calibration; Equalization; Fibers; Field tests; Historic buildings; Historical buildings; in situ testing; In situ tests; Mechanical properties; Mechanical tests; Methods; non-destructive testing (NDT); Nondestructive testing; Parameters; Performance evaluation; Propagation; structural performances; Timber; ultrasonic testing (UT); Ultrasonic waves; Wooden structures; X-ray imaging; X-rays; Serbia
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings13061405

This paper addresses the challenges in evaluating the structural performance of built structures using non-destructive methods and in situ tests. Such an examination of structural properties, without their sampling, is a diagnostic improvement, especially for historical heritage buildings, where it is not allowed to violate their physical integrity. Therefore, the research proposes a non-destructive testing method based on the equalization of the mechanically and non-destructively determined parameters of the strength of built-in timber. The research included three phases: (1) a preliminary examination; (2) a calibration procedure of the non-destructive method, and (3) in situ application of the established non-destructive method. The preliminary examination involved testing specimens using X-rays and ultrasonic waves by directing them, analogous to mechanical testing, in the fibers' longitudinal, radial, and tangential directions. In the second phase, it was shown that equalizing the parameters of mechanical and non-destructive testing using ultrasound and X-rays of timber was feasible. Furthermore, mechanical calibration was conducted to establish an applicable non-destructive in situ method. Finally, in the third phase, an in situ assessment of timber architectural elements confirms the effectiveness of the suggested non-destructive approach in diagnosing architectural structures.