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Non Destructive Characterization of Concrete Joints Using the Scaling Subtraction Method

Journal Key Engineering Materials (Volumes 417 - 418)
Volume Advances in Fracture and Damage Mechanics VIII
Edited by M.H Aliabadi, S. Abela, S. Baragetti, M. Guagliano and Han-Seung Lee
Pages 41-44
DOI 10.4028/www.scientific.net/KEM.417-418.41
Citation Paola Antonaci et al., 2009, Key Engineering Materials, 417-418, 41
Online since October, 2009
Authors Paola Antonaci, Pietro G. Bocca, Caterina L.E. Bruno, Antonio S. Gliozzi, Marco Scalerandi
Keywords Concrete, Crack, Damage, Joint, Nonlinear Wave Propagation, Ultrasonic Testing (UT)
Abstract

The evolution of concrete behavior in the proximity of a joint under the effect of varying external pressures is studied by means of a novel nonlinear ultrasonic technique denoted as Scaling Subtraction Method. The results obtained show that the proposed method is effective in describing the occurrence of micro-structural changes near the joint and detect potential conditions for crack opening and damage initiation.

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