dc.creator | Tibaduiza, Diego A | |
dc.creator | Mujica, Luis E | |
dc.creator | Rodellar, José | |
dc.creator | Güemes, Alfredo | |
dc.date.accessioned | 2019-12-17T16:21:22Z | |
dc.date.accessioned | 2022-09-28T14:32:52Z | |
dc.date.available | 2019-12-17T16:21:22Z | |
dc.date.available | 2022-09-28T14:32:52Z | |
dc.date.created | 2019-12-17T16:21:22Z | |
dc.date.issued | 2015-01-08 | |
dc.identifier | http://hdl.handle.net/11634/20414 | |
dc.identifier | https://doi.org/10.1177/1045389X14566520 | |
dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/3661042 | |
dc.description.abstract | One of the most important tasks in structural health monitoring corresponds to damage detection. In this task, the existence
of damage should be determined. In the literature, several potentially useful techniques for damage detection can
be found, and their applicability to a particular situation depends on the size of the critical damages that are admissible in
the structure. Almost all of these techniques follow the same general procedure: the structure is excited using actuators,
and the dynamical response is sensed at different locations throughout the structure. Any damage will change this vibrational
response. The state of the structure is diagnosed by means of the processing of these data. Several studies have
shown that the detection of changes in a structure depends on the distance from the damage to the actuator as well as
the configuration of the sensor network. In this article, the authors considered the advantage of using an active piezoelectric
system, where the lead zirconate titanate transducers are used as actuator and sensors in different actuation
phases. In each actuation phase of the diagnosis procedure, one lead zirconate titanate transducer is used as actuator (a
known electrical signal is applied), and the others are used as sensors (collecting the wave propagated through the structure
at different points). An initial baseline model for undamaged structure is built applying principal component analysis
to the data collected by several experiments and after the current structure (damaged or not) is subjected to the same
experiments, and the collected data are projected into the principal component analysis models. Two of these projections
and four damage indices (T2-statistic, Q-statistic, combined index, and I2 index) by each actuation phase are used to
determine the presence of damages and to distinguish between them. These indices are calculated based on the analysis
of the residual data matrix to represent the variability of the data projected within the residual subspace and the new
space of the principal components. To validate the approach, data from two aeronautical structures—an aircraft skin
panel and an aircraft turbine blade—are used. | |
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dc.relation | Tibaduiza DA (2013) Design and validation of a structural health monitoring for aeronautical structures. PhD Thesis, Universitat Polite`cnica de Catalunya, Barcelona. | |
dc.relation | Tibaduiza DA, Mujica LE and Rodellar J (2011) Comparison of several methods for damage localization using indices and contributions based on PCA. Journal of Physics: Conference Series 305: 012013. | |
dc.relation | Tibaduiza DA, Mujica LE and Rodellar J (2012) Damage classification in structural health monitoring using principal component analysis and self organizing maps. Structural Control and Health Monitoring 20: 1303–1316. | |
dc.relation | Tibaduiza DA, Torres MA, Mujica LE, et al. (2013) A study of two unsupervised data driven statistical methodologies for detecting and classifying damages in structural health monitoring. Mechanical Systems and Signal Processing 41(1–2): 467–484. | |
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dc.rights | http://creativecommons.org/licenses/by-nc-sa/2.5/co/ | |
dc.rights | Atribución-NoComercial-CompartirIgual 2.5 Colombia | |
dc.title | Structural damage detection using principal component analysis and damage indices | |
dc.type | Generación de Nuevo Conocimiento: Artículos publicados en revistas especializadas - Electrónicos | |