2022
DOI: 10.1016/j.sna.2021.113221
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Crack growth and closure in cementitious composites: Monitoring using piezoceramic sensors

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Cited by 10 publications
(7 citation statements)
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“…Analysing the PZ-EMI response was conducted by cross-correlating, i.e. using a cross-correlation function, the first difference of the impedance signature (dZ) [5] for each sample at age equal to (t), i.e. (dZ(t)), to the first difference of the impedance signature at age equal to (t + 1), i.e.…”
Section: Electromechanical Measurementsmentioning
confidence: 99%
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“…Analysing the PZ-EMI response was conducted by cross-correlating, i.e. using a cross-correlation function, the first difference of the impedance signature (dZ) [5] for each sample at age equal to (t), i.e. (dZ(t)), to the first difference of the impedance signature at age equal to (t + 1), i.e.…”
Section: Electromechanical Measurementsmentioning
confidence: 99%
“…Recently, piezoceramics, particularly lead zirconate titanate (PZT), have shown to be effective in monitoring the early strength development of cementitious materials, and they also showed damage detection capabilities when used in civil structures. This makes them considered as multifunctional sensors during the construction and the operational phases [3][4][5]. Through the inverse and the direct piezoelectric effects, see Equation (1), piezoceramics act as actuators and sensors simultaneously when used in the electromechanical impedance mode (EMI) [6].…”
Section: Introductionmentioning
confidence: 99%
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“…Visual inspection has long been a common way to achieve this but with the development of the semi-conductor industry the use of structural health monitoring (SHM) techniques has allowed a step change forward towards automation. Traditional SHM is achieved by externally employing measures such as strain gauges, strain sensors, optical fibres, piezoceramic sensors, and so on for the monitoring of strain/stress, cracking, temperature, and corrosion of concrete structures (Fuhr and Huston, 1998;Benmokrane et al, 2007;Gaumet et al, 2021;Ramachandran et al, 2022;Taha et al, 2022). However, these measures are expensive, delicate, not necessarily compatible with concrete structures, and complicated to operate.…”
Section: Introductionmentioning
confidence: 99%
“…Yadav et al 19 presented an active sensing acousto-ultrasonic SHM method based on piezoelectric sensors/actuators mounted on multiple seemingly identical structural components for damage size quantification. Taha et al 20 used a surface-attached lead zirconate titanate (PZT) sensor to investigated the effect of damage (cracking) and crack closure on the electromechanical response of the mortar. Ai et al 21 numerically simulated corrosion damage identification for embedded PZT sensors.…”
Section: Introductionmentioning
confidence: 99%