dc.creatorTibaduiza, Diego A
dc.creatorMujica, Luis E
dc.creatorRodellar, José
dc.creatorGüemes, Alfredo
dc.date.accessioned2019-12-17T16:21:22Z
dc.date.accessioned2022-09-28T14:32:52Z
dc.date.available2019-12-17T16:21:22Z
dc.date.available2022-09-28T14:32:52Z
dc.date.created2019-12-17T16:21:22Z
dc.date.issued2015-01-08
dc.identifierhttp://hdl.handle.net/11634/20414
dc.identifierhttps://doi.org/10.1177/1045389X14566520
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3661042
dc.description.abstractOne 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.
dc.relationAdeyemo E and Adediwura A (2012) Assessing heterogeneity of effect size on sample size in a meta-analysis of validity studies. Mediterranean Journal of Social Sciences 3(1): 219–227.
dc.relationAlcalá C and Qin SJ (2009) Unified analysis of diagnosis methods for process monitoring. In: 7th IFAC symposium on fault detection, supervision and safety of technical processes, Barcelona, 30 June–3 July.
dc.relationFarrar CR, Sohn H and Park G (2004) A statistical pattern recognition paradigm for structural health monitoring. In: 9th ASCE specialty conference on probabilistic mechanics and structural reliability, Albuquerque, NM, 26–28 July.
dc.relationHiggins JPT and Thompson SG (2002) Quantifying heterogeneity in a meta-analysis. Statistics in Medicine 21: 1539–1558.
dc.relationJolliffe IT (2002) Principal Component Analysis. New York: Springer.
dc.relationKerschen G, De Boe P, Golinval JC, et al. (2005) Sensor validation using principal component analysis. Smart Materials and Structures 14: 36–42.
dc.relationManson G (2002) Identifying damage sensitive, environment insensitive features for damage detection. In: 3rd international conference on identification in engineering systems, Swansea University, Swansea, 15–17 April.
dc.relationManson G, Worden K, Holford K, et al. (2001) Visualization and dimension reduction of acoustic emission data for damage detection. Journal of Intelligent Material Systems and Structures 12: 529–536.
dc.relationMujica LE, Rodellar J, Ferna´ndez A, et al. (2011) Q-statistic and T2-statistic PCA-based measures for damage assessment in structures. Structural Health Monitoring: An international Journal 10(5): 539–553.
dc.relationMujica LE, Vehí J, Ruiz M, et al. (2008) Multivariate statistics process control for dimensionality reduction in structural assessment. Mechanical Systems and Signal Processing 22: 155–171.
dc.relationRytter A (1993) Vibration based inspection of civil engineering structures. PhD Thesis, Department of Building Technology and Structural Engineering, Aalborg University, Aalborg.
dc.relationTibaduiza DA (2013) Design and validation of a structural health monitoring for aeronautical structures. PhD Thesis, Universitat Polite`cnica de Catalunya, Barcelona.
dc.relationTibaduiza 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.relationTibaduiza 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.relationTibaduiza 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.
dc.relationYue H and Qin SJ (2001) Reconstruction-based fault identification using a combined index. Industrial & Engineering Chemistry Research 40: 4403–4414.
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/2.5/co/
dc.rightsAtribución-NoComercial-CompartirIgual 2.5 Colombia
dc.titleStructural damage detection using principal component analysis and damage indices
dc.typeGeneración de Nuevo Conocimiento: Artículos publicados en revistas especializadas - Electrónicos


Este ítem pertenece a la siguiente institución