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Estimation of masonry mechanical characteristics by ESPI fringe interpretation
Authors:M. Facchini  P. Zanetta   L. Binda   G. Mirabella Roberti  C. Tiraboschi
Affiliation:

a Institute for System Engineering and Informatics, Joint Research Centre, Institute for Systems Engineering, TP680,I-21020, Ispra, Varese, Italy

b Loughborough University, Loughborough, UK LE11 3TU

c Institute of Structural Engineering, Politecnico di Milano, Milan, Italy

Abstract:Electronic speckle pattern interferometry (ESPI) can be a powerful tool for efficient non-destructive testing and evaluation of micro-deformations of masonry materials and structures. Unlike traditional transducers, ESPI requires no direct contact with the object, and the full-field visualisation it offers provides for a better understanding of the surface behaviour. This paper describes an in-plane deformation inspection system which has been built up for an automatic acquisition of interferograms at different stages of a test. The system is applied to the evaluation of some mechanical characteristics of masonry components. Qualitative and quantitative results are obtained and an overall discussion is presented.
Keywords:
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