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      Image Analysis Technique for Material Behavior Evaluation in Civil Structures

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          Abstract

          The article presents a hybrid monitoring technique for the measurement of the deformation field. The goal is to obtain information about crack propagation in existing structures, for the purpose of monitoring their state of health. The measurement technique is based on the capture and analysis of a digital image set. Special markers were used on the surface of the structures that can be removed without damaging existing structures as the historical masonry. The digital image analysis was done using software specifically designed in Matlab to follow the tracking of the markers and determine the evolution of the deformation state. The method can be used in any type of structure but is particularly suitable when it is necessary not to damage the surface of structures. A series of experiments carried out on masonry walls of the Oliverian Museum (Pesaro, Italy) and Palazzo Silvi (Perugia, Italy) have allowed the validation of the procedure elaborated by comparing the results with those derived from traditional measuring techniques.

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          Most cited references36

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          Applications of digital-image-correlation techniques to experimental mechanics

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            Experimental investigation and monitoring of a polypropylene-based fiber reinforced concrete road pavement

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              Full-Field Deformation Measurement and Crack Mapping on Confined Masonry Walls Using Digital Image Correlation

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                08 July 2017
                July 2017
                : 10
                : 7
                : 770
                Affiliations
                Department of Engineering, University of Perugia, via Duranti, 93-06125 Perugia, Italy; roberto.marsili@ 123456unipg.it (R.M.); michele.moretti@ 123456unipg.it (M.M.); gianluca.rossi@ 123456unipg.it (G.R.)
                Author notes
                [* ]Correspondence: emanuela.speranzini@ 123456unipg.it ; Tel.: +39-075-585-3909
                Author information
                https://orcid.org/0000-0002-7617-001X
                https://orcid.org/0000-0002-9364-5873
                Article
                materials-10-00770
                10.3390/ma10070770
                5551813
                28773129
                fbea7b8a-d3b9-4f0e-b33c-aa3f5b0f6444
                © 2017 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 09 June 2017
                : 30 June 2017
                Categories
                Article

                deformation,displacement,marker tracking,digital image correlation,no-contact measurement,monitoring,strain field,civil structures,masonry

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