Details
Original language | English |
---|---|
Pages (from-to) | 1308-1325 |
Number of pages | 18 |
Journal | Structural health monitoring |
Volume | 22 |
Issue number | 2 |
Early online date | 16 Jun 2022 |
Publication status | Published - Mar 2023 |
Abstract
Keywords
- autoencoder, damage detection, damage identification, kernel principal component analysis, machine learning, principal component analysis, structural health monitoring, t-distributed stochastic neighbour embedding, ultrasonic guided waves, varying temperature conditions
ASJC Scopus subject areas
- Engineering(all)
- Mechanical Engineering
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In: Structural health monitoring, Vol. 22, No. 2, 03.2023, p. 1308-1325.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Evaluation of machine learning techniques for structural health monitoring using ultrasonic guided waves under varying temperature conditions
AU - Abbassi, Abderrahim
AU - Römgens, Niklas
AU - Tritschel, Franz Ferdinand
AU - Penner, Nikolai
AU - Rolfes, Raimund
N1 - Funding Information: The authors would like to thank the Federal Ministry for Economic Affairs and Climate Action of the Federal Republic of Germany (BMWi) for funding, the project “SONYA - Increasing the reliability of segmented rotor blades through hybrid condition monitoring” (FKZ 03EE3026B), and the project partners as well as the team of the project Open Guided Waves for providing a free and open access to the data set.
PY - 2023/3
Y1 - 2023/3
N2 - The implementation of machine learning methods for structural health monitoring applications has proven to be very powerful, especially in detecting damage and compensating for environmental and operational conditions. The use of guided waves in this area has also shown to be a powerful tool due to their sensitivity to structural changes in the propagation medium. In this work, two strategies for detecting damage and distinguishing their positions and for dealing with temperature variations without an additional classical temperature compensation technique are investigated. For this purpose, four unsupervised dimensionality reduction learning methods were used and compared: Principal Component Analysis, Kernel Principal Component Analysis, t-distributed stochastic neighbour embedding and Autoencoder. The first strategy (score plot) consists of using the latent dimensions directly to distinguish the data points of different states of the structure, and the second (DI plot) proposes a method to use Q- and T2-statistics, which have been proposed in previous work for PCA, computed using the compressed representation of the monitoring data. To this end, monitoring data from intact and damaged states of a 500x500x2 mm plate of carbon-fibre–reinforced polymer recorded by 12 piezoelectric transducers at different temperatures are examined. As a reversible damage model, a 10 mm thick aluminium disc is placed at four different locations on the plate. The results primarily show the success of the methods used with DI plot in detecting damage regardless of varying temperature. The autoencoder in the first strategy also demonstrates promising performance in detecting and distinguishing the position of the damage, even in the presence of varying temperature conditions.
AB - The implementation of machine learning methods for structural health monitoring applications has proven to be very powerful, especially in detecting damage and compensating for environmental and operational conditions. The use of guided waves in this area has also shown to be a powerful tool due to their sensitivity to structural changes in the propagation medium. In this work, two strategies for detecting damage and distinguishing their positions and for dealing with temperature variations without an additional classical temperature compensation technique are investigated. For this purpose, four unsupervised dimensionality reduction learning methods were used and compared: Principal Component Analysis, Kernel Principal Component Analysis, t-distributed stochastic neighbour embedding and Autoencoder. The first strategy (score plot) consists of using the latent dimensions directly to distinguish the data points of different states of the structure, and the second (DI plot) proposes a method to use Q- and T2-statistics, which have been proposed in previous work for PCA, computed using the compressed representation of the monitoring data. To this end, monitoring data from intact and damaged states of a 500x500x2 mm plate of carbon-fibre–reinforced polymer recorded by 12 piezoelectric transducers at different temperatures are examined. As a reversible damage model, a 10 mm thick aluminium disc is placed at four different locations on the plate. The results primarily show the success of the methods used with DI plot in detecting damage regardless of varying temperature. The autoencoder in the first strategy also demonstrates promising performance in detecting and distinguishing the position of the damage, even in the presence of varying temperature conditions.
KW - autoencoder
KW - damage detection
KW - damage identification
KW - kernel principal component analysis
KW - machine learning
KW - principal component analysis
KW - structural health monitoring
KW - t-distributed stochastic neighbour embedding
KW - ultrasonic guided waves
KW - varying temperature conditions
UR - http://www.scopus.com/inward/record.url?scp=85132125394&partnerID=8YFLogxK
U2 - 10.1177/14759217221107566
DO - 10.1177/14759217221107566
M3 - Article
VL - 22
SP - 1308
EP - 1325
JO - Structural health monitoring
JF - Structural health monitoring
SN - 1475-9217
IS - 2
ER -