Monitoring of a civil structure’s state based on noncontact measurements

• Published in: Structural health monitoring 2013-09, Vol.12 (5-6), p.411-429
• Main Authors: Kohut, Piotr, Holak, Krzysztof, Uhl, Tadeusz, Ortyl, Łukasz, Owerko, Tomasz, Kuras, Przemysław, Kocierz, Rafał
• Format: Article
• Language: English
• Subjects: Civil engineering; Displacement; Electronics; Health monitoring (engineering); Measurement methods; Traffic engineering; Traffic flow; Trams
• ISSN: 1475-9217; 1741-3168
• DOI: 10.1177/1475921713487397

In this article, the comparison of two noncontact measurement methods dedicated to civil engineering structures’ state examination is presented. The vision-based method computes the displacement field of the analyzed structure by means of the digital image correlation coefficient. The system consists of one or more high-resolution digital cameras mounted on a head or on portable tripods. The developed methodology and created software application embedded in an MS-Windows operating system are presented. The second system measures the deflection of the structures by means of a radar interferometer. In both cases, it is possible to measure many points on the structure simultaneously. This article presents a comparison of the displacement field measurement performed on a field setup, as well as the span of a steel bridge designed for tram traffic. Both systems are described, with special attention given to their application in measurements of civil engineering structures. This article demonstrates a preliminary test performed to verify both of the noncontact systems in relation to high-accuracy measurement devices, the precise surveying level, and the electronic dial indicator of displacement. The experiment was designed intentionally to simulate the geometric conditions of the real structure, but the displacement values were generated and controlled by the operator. As a key study, a steel viaduct subjected to an operational load was measured, as a type of structure for which the observation is required in terms of structural health monitoring. It was subjected to the operational load caused by tram traffic. Both examined systems were applied. The accuracy analysis of both systems was investigated, and the obtained results were discussed.