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Probabilistic Sensor Fault Detection in Structural Health Monitoring Systems Using Mahalanobis Distance

Jan Hauke Bartels*, Felix Mett, Niklas Winnewisser, Thomas Potthast, Michael Beer, Steffen Marx

*Korrespondierende*r Autor*in für diese Arbeit

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Abstract

Structural health monitoring (SHM) systems rely on a network of sensors to assess the health of engineering structures that are designed to last for decades. Over time, engineering structures such as wind turbine towers can experience degradation-related damage, while the monitoring systems themselves can age and degrade, becoming less reliable. This aging of SHM systems can result in sensor faults that produce plausible but incorrect data, leading to misinterpretations of structural integrity and potentially catastrophic failures. Therefore, distinguishing between sensor faults and structural damage is critical to ensuring the reliability of SHM over the lifetime of the structure. This study presents a probabilistic sensor fault detection approach to address this issue. The sensor correlation within the sensor network is analyzed and sensor faults are detected using Mahalanobis distance. The sensor fault detection is validated on a real support structure in the field, which is realized as a 9-m-high lattice mast under real environmental conditions. The results show that different sensor faults such as bias and drift can be accurately distinguished from structural damage, whereas gain and noise increase are not detectable. The advantage of this approach is that a generalized threshold can be defined based on the probabilistically based Mahalanobis distance, which enables automated sensor fault detection. Overall, increasing the robustness of SHM systems will significantly improve the reliability of data-based assessments, a task that is becoming increasingly important for long-lived structures.

OriginalspracheEnglisch
Titel des SammelwerksExperimental Vibration Analysis for Civil Engineering Structures, EVACES 2025 - Volume 3
Herausgeber/-innenÁlvaro Cunha, Elsa Caetano
Herausgeber (Verlag)Springer Science and Business Media Deutschland GmbH
Seiten473-484
Seitenumfang12
ISBN (elektronisch)978-3-031-96114-4
ISBN (Print)9783031961137
DOIs
PublikationsstatusVeröffentlicht - 1 Okt. 2025
Veranstaltung11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2025 - Porto, Portugal
Dauer: 2 Juli 20254 Juli 2025

Publikationsreihe

NameLecture Notes in Civil Engineering
Band676 LNCE
ISSN (Print)2366-2557
ISSN (elektronisch)2366-2565

Konferenz

Konferenz11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2025
KurztitelEVACES 2025
Land/GebietPortugal
OrtPorto
Zeitraum2 Juli 20254 Juli 2025

ASJC Scopus Sachgebiete

  • Tief- und Ingenieurbau

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