Deep Learning-Based Damage Detection on Composite Bridge Using Vibration Signals Under Varying Temperature Conditions

The dynamic characteristics of bridges are not only influenced by structural damage but also by ambient environmental variations. If environmental factors are not incorporated into the detection algorithm, they may lead to false positives or false negatives. In recent years, vibration-based damage detection methods have gained significant attention in structural health monitoring (SHM), particularly for assessing structural integrity under varying temperature conditions. This study introduces a deep-learning framework for identifying damage in composite bridges by utilizing both time-domain and frequency-domain vibration signals while explicitly accounting for temperature effects. Two deep learning models—Convolutional Neural Network (CNN) and Artificial Neural Network (ANN)—were implemented and compared. The effectiveness of the proposed damage identification approach was evaluated using an experimental dataset obtained from a composite bridge structure. Furthermore, statistical evaluation metrics—including accuracy, precision, recall, F1 score, and the ROC curve—were used to compare the damage detection performance of the two deep learning models. The results reveal that the CNN model consistently outperforms the ANN in terms of classification accuracy. Moreover, frequency-domain analysis was shown to be more effective than time-domain analysis for damage classification, and integrating temperature data with vibration signals improved the performance of all model architectures.

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Publication Details

Journal
Applied Sciences
Published
2026-01-26
DOI
https://doi.org/10.3390/app16031263
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
0.00

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article

Deep Learning-Based Damage Detection on Composite Bridge Using Vibration Signals Under Varying Temperature Conditions

Byoung Hooi Cho, Arjun Poudel, Jinhu Song, Janghwan Kim
Applied Sciences
Structural Health Monitoring Techniques
article

Deep Learning-Based Damage Detection on Composite Bridge Using Vibration Signals Under Varying Temperature Conditions

Byoung Hooi Cho, Arjun Poudel, Jinhu Song, Janghwan Kim
article en

Abstract

The dynamic characteristics of bridges are not only influenced by structural damage but also by ambient environmental variations. If environmental factors are not incorporated into the detection algorithm, they may lead to false positives or false negatives. In recent years, vibration-based damage detection methods have gained significant attention in structural health monitoring (SHM), particularly for assessing structural integrity under varying temperature conditions. This study introduces a deep-learning framework for identifying damage in composite bridges by utilizing both time-domain and frequency-domain vibration signals while explicitly accounting for temperature effects. Two deep learning models—Convolutional Neural Network (CNN) and Artificial Neural Network (ANN)—were implemented and compared. The effectiveness of the proposed damage identification approach was evaluated using an experimental dataset obtained from a composite bridge structure. Furthermore, statistical evaluation metrics—including accuracy, precision, recall, F1 score, and the ROC curve—were used to compare the damage detection performance of the two deep learning models. The results reveal that the CNN model consistently outperforms the ANN in terms of classification accuracy. Moreover, frequency-domain analysis was shown to be more effective than time-domain analysis for damage classification, and integrating temperature data with vibration signals improved the performance of all model architectures.

Applied SciencesVol. 16(3)
Kangwon National University (KR), Korea Maritime and Ocean University (KR), Kyung Hee University (KR)
National Research Foundation, National Research Foundation of Korea, Ministry of Education, India
Life in Land
Openalex Percentile: Top 78%
Structural Health Monitoring Techniques
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