Deep neural network-based structural health monitoring technique for real-time crack detection and localization using strain gauge sensors

Structural health monitoring (SHM) techniques often require a large number of sensors to evaluate and monitor the structural health. In this paper, we propose a deep neural network (DNN)-based SHM method for accurate crack detection and localization in real time using a small number of strain gauge...

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Bibliographic Details
Published in:Scientific reports Vol. 12; no. 1; pp. 20204 - 11
Main Authors: Yoon, Jiyoung, Lee, Junhyeong, Kim, Giyoung, Ryu, Seunghwa, Park, Jinhyoung
Format: Journal Article
Language:English
Published: London Nature Publishing Group UK 23-11-2022
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Summary:Structural health monitoring (SHM) techniques often require a large number of sensors to evaluate and monitor the structural health. In this paper, we propose a deep neural network (DNN)-based SHM method for accurate crack detection and localization in real time using a small number of strain gauge sensors and confirm its feasibility based on experimental data. The proposed method combines a DNN model with principal component analysis (PCA) to predict the strain field based on the local strains measured by strain gauge sensors located rather sparsely. We demonstrate the potential of the proposed technique via a cyclic 4-point bending test performed on a composite material specimen without cracks and seven specimens with different lengths of cracks. A dataset containing local strains measured with 12 strain gauge sensors and strain field measured with a digital image correlation (DIC) device was prepared. The strain field dataset from DIC is converted to a smaller dimension latent space with a few eigen basis via PCA, and a DNN model is trained to predict principal component values of each image with 12 strain gauge sensor measurements as input. The proposed method turns out to accurately predict the strain field for all specimens considered in the study.
ISSN:2045-2322
2045-2322
DOI:10.1038/s41598-022-24269-4