Paper Title:

A Novel Ultrasonic Technique to Detect Damage Evolution in Quasi-Brittle Materials

Periodical Key Engineering Materials (Volume 347)
Main Theme Damage Assessment of Structures VII
Edited by L. Garibaldi, C. Surace, K. Holford and W.M. Ostachowicz
Pages 633-638
DOI 10.4028/www.scientific.net/KEM.347.633
Citation Paola Antonaci et al., 2007, Key Engineering Materials, 347, 633
Online since September, 2007
Authors Paola Antonaci, Pietro G. Bocca, Davide Masera, Nicola Maria Pugno, Marco Scalerandi, Fabrizio Sellone
Keywords Concrete, Damage Assessment, Non-Destructive Testing (NDT), Nonlinearity, Signal Processing, Spectral Analysis, Ultrasonic Techniques
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Abstract

The results of an experimental research on plain concrete are presented. The non-linear behavior of both virgin and damaged samples is investigated by means of ultrasonic tests: recent theoretical models, indeed, have pointed out that mono-frequency ultrasonic excitations bring to light such phenomena as harmonic generation and sidebands production, which are essentially due to the material classical or hysteretic non-linearity. The estimation of the harmonic components parameters (amplitudes and phases) is achieved through a signal processing technique based on MUltiple SIgnal Classification (MUSIC) system, which reveals to be optimal for the specific signal model here considered. The experiments described in this paper show that the material non-linear features increase with increasing level of internal micro-cracking, thus suggesting the possibility to use the ultrasonic signal analysis in the frequency domain as a valuable tool for damage assessment.