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Image analysis for monitoring of crack growth in hydropower concrete structures
Engineering Geology, Lund University, John Ericssons väg 1, SE-22100 Lund, Sweden; Vattenfall Utveckling AB, Mechanical and Material Engineering, SE-16287 Stockholm, Sweden.
Malmö högskola, School of Technology (TS).
2009 (English)In: Measurement, ISSN 0263-2241, E-ISSN 1873-412X, Vol. 42, no 6, p. 878-893Article in journal (Refereed) Published
Abstract [en]

A digital image analysis technique for crack monitoring using a standard web-camera has been further developed to acquire continuous data sets on crack development in concrete dams. The method is based on an existing robust and straightforward non-contact method for experimental deformation analysis. It allows for the measurement of suspected serious cracks, identified from inspections, through a sequence of images captured at intervals. The crack opening displacements at the surface of investigated objects are obtained by an algorithm that makes it possible to automatically track the motions of discrete markers painted on the object surface markers and compute their centre of mass in a sequence of images. The data acquisition process is straightforward and is well suited for this type of environment. Results from laboratory experiments and a field-test on a commuter bridge in Sweden are presented. The study implies that the technique can be useful for hydropower concrete structure applications.

Place, publisher, year, edition, pages
Elsevier , 2009. Vol. 42, no 6, p. 878-893
Keywords [en]
Image analysis, Crack growth, Concrete structures, Dam, Monitoring
National Category
Materials Engineering
Identifiers
URN: urn:nbn:se:mau:diva-2487DOI: 10.1016/j.measurement.2009.01.007ISI: 000266851200009Scopus ID: 2-s2.0-67349244289Local ID: 10058OAI: oai:DiVA.org:mau-2487DiVA, id: diva2:1399250
Available from: 2020-02-27 Created: 2020-02-27 Last updated: 2026-05-27Bibliographically approved

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