1996
DOI: 10.1117/12.239025
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<title>Identifying impact load in composite plates based on distributed piezoelectric sensor measurements</title>

Abstract: This paper presents a computer code, IDIMPACT, based on a proposed impact load identification method for identifying both the amount of the impact load and its location in composite plates from distributed built-in piezoelectric sensor measurements.The proposed method consists of a system model characterizing the dynamic response of composite plates and of a response comparator estimating the impact location and force history by comparing the sensor measurements with the simulated ones.To verify the computer c… Show more

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Cited by 20 publications
(18 citation statements)
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“…The response comparator compares the measured sensor signals with the predicted model. An extension of this work is given in Tracy and Chang [114]. Their work is not only applied to beams, but also to composite plates.…”
Section: Passive Sensing Diagnosticsmentioning
confidence: 94%
“…The response comparator compares the measured sensor signals with the predicted model. An extension of this work is given in Tracy and Chang [114]. Their work is not only applied to beams, but also to composite plates.…”
Section: Passive Sensing Diagnosticsmentioning
confidence: 94%
“…The response comparator compares the measured sensor signals with the predicted model. An extension of this work is shown in [4]; it is not only applied to beams, but also to composite plates. The paper [4] presents a computer code which automatically identi®es the impact load and location.…”
Section: Introductionmentioning
confidence: 97%
“…An extension of this work is shown in [4]; it is not only applied to beams, but also to composite plates. The paper [4] presents a computer code which automatically identi®es the impact load and location. However, for this approach, an exact knowledge of the geometry and material properties of the plate is needed.…”
Section: Introductionmentioning
confidence: 97%
“…Therefore these reinforcements are usually applied together with health-monitoring systems, to prevent catastrophic failures. Both traditional (such as strain gauges, piezoelectrics [6]) and innovative monitoring systems (fibre optics, etc. [7,8]), usually make use of sensors that, placed either inside or outside the concrete structure, are invasive, complicated, expensive and, in the case of external sensor, do not allow continuous monitoring throughout structure service life.…”
Section: Introductionmentioning
confidence: 99%
“…Both the internal core and the external part were made of glass fibre- 6 epoxy, nevertheless, electrical conductivity was achieved in the inner core by incorporating carbon nanoparticles within the resin. In particular, the manufactured selfmonitoring composite materials contain, as an alternative, two types of carbon black nanoparticles with different surface areas, OAN and particle size.…”
Section: Introductionmentioning
confidence: 99%