On using autoencoders with non-standardized time series data for damage localization

Zur Kurzanzeige

dc.identifier.uri http://dx.doi.org/10.15488/16783
dc.identifier.uri https://www.repo.uni-hannover.de/handle/123456789/16910
dc.contributor.author Römgens, Niklas
dc.contributor.author Abbassi, Abderrahim
dc.contributor.author Jonscher, Clemens
dc.contributor.author Grießmann, Tanja
dc.contributor.author Rolfes, Raimund
dc.date.accessioned 2024-03-25T08:11:00Z
dc.date.available 2024-03-25T08:11:00Z
dc.date.issued 2024
dc.identifier.citation Römgens, N.; Abbassi, A.; Jonscher, C.; Grießmann, T.; Rolfes, R.: On using autoencoders with non-standardized time series data for damage localization. In: Engineering Structures 303 (2024), 117570. DOI: https://doi.org/10.1016/j.engstruct.2024.117570
dc.description.abstract In this paper, an autoencoder trained with non-standardized time series data and evaluated using covariance-based residuals for generally applicable unsupervised damage localization is investigated. Raw acceleration time series are used as the inputs for the autoencoder to give both these features: no loss of information and exploitation of the full potential of the neural network. When it comes to output-only and unsupervised structural health monitoring (SHM), data-driven models struggle to localize the positions of damage adequately or only work well in a small range of applications. Regarding neural networks, expertise is needed for the neural network dimensioning and understanding of structural dynamics, which increases the difficulty of the task. In order to simplify the process, an automated solution is provided to perform the neural architecture search, and principal component analysis (PCA) is used to find a good choice for the bottleneck dimension. As an extension of the model, the residuals between the original and reconstructed time series are evaluated using the covariance between each input signal and each residual time series, which results in improved indicators for damage localization. We demonstrate the efficiency of the proposed schemes for damage analysis in a series of simulations using a three-mass swinger, in which the autoencoder can localize the damage using varying excitation locations. The covariances’ evaluation indicates that they are more potent than using the reconstruction error. Finally, experimental validation is conducted using vibration test data from a lattice tower called Leibniz University Structure for Monitoring (LUMO) under ambient excitation. For each damage pattern, high sensitivity towards local stiffness is achieved. Additionally, the damage position indicators exhibit a clear decreasing trend as the distance from the damage increases. The autoencoders presented here with non-standardized time series and covariance-based evaluation of residuals lead to increased robustness and sensitivity regarding damage localization. eng
dc.language.iso eng
dc.publisher Amsterdam [u.a.] : Elsevier Science
dc.relation.ispartofseries Engineering Structures 303 (2024)
dc.rights CC BY 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/4.0
dc.subject Autoencoder eng
dc.subject Data-driven model eng
dc.subject PCA eng
dc.subject Structural health monitoring eng
dc.subject Unsupervised damage localization eng
dc.subject.ddc 690 | Hausbau, Bauhandwerk
dc.title On using autoencoders with non-standardized time series data for damage localization eng
dc.type Article
dc.type Text
dc.relation.essn 1873-7323
dc.relation.issn 0141-0296
dc.relation.doi https://doi.org/10.1016/j.engstruct.2024.117570
dc.bibliographicCitation.volume 303
dc.bibliographicCitation.firstPage 117570
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


Die Publikation erscheint in Sammlung(en):

Zur Kurzanzeige

 

Suche im Repositorium


Durchblättern

Mein Nutzer/innenkonto

Nutzungsstatistiken