Vibration method for tendon force loss detection using large kernel convolution and semi-supervised training

As the use of prestressed concrete (PSC) becomes more prevalent in critical infrastructure, it’s increasingly important to accurately monitor the force in the tendons to prevent problems such as cracking and deflection. While various methods have been considered adequate for real-world applications, the use of vibration-based methods has been limited due to the inconsistent relationship between natural frequency and tendon force. This research aims to address this challenge by implementing a deep learning approach. Our proposed method employs a convolutional encoder with large kernel sizes and a semi-supervised loss function. When tested on a laboratory-scale PSC beam, the method demonstrated an impressive ability to differentiate between normal conditions and loss of tendon force, achieving 92.85% accuracy. It effectively categorized and mapped acceleration data in the feature space, including data not used during training. Comparative studies with other machine learning methods confirm the superiority of the proposed approach.

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Publication Details

Journal
Structural Health Monitoring
Published
2026-10-13
DOI
https://doi.org/10.1177/14759217261494141
Primary Topic
Structural Health Monitoring Techniques
Type
article
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article

Vibration method for tendon force loss detection using large kernel convolution and semi-supervised training

Byunghyun Kim, Soojin Cho
Structural Health Monitoring
Structural Health Monitoring Techniques
article

Vibration method for tendon force loss detection using large kernel convolution and semi-supervised training

Byunghyun Kim, Soojin Cho
article en

Abstract

As the use of prestressed concrete (PSC) becomes more prevalent in critical infrastructure, it’s increasingly important to accurately monitor the force in the tendons to prevent problems such as cracking and deflection. While various methods have been considered adequate for real-world applications, the use of vibration-based methods has been limited due to the inconsistent relationship between natural frequency and tendon force. This research aims to address this challenge by implementing a deep learning approach. Our proposed method employs a convolutional encoder with large kernel sizes and a semi-supervised loss function. When tested on a laboratory-scale PSC beam, the method demonstrated an impressive ability to differentiate between normal conditions and loss of tendon force, achieving 92.85% accuracy. It effectively categorized and mapped acceleration data in the feature space, including data not used during training. Comparative studies with other machine learning methods confirm the superiority of the proposed approach.

Structural Health Monitoring
University of Seoul (KR), The University of Texas at Austin (US)
Openalex Percentile: Top 18%
Structural Health Monitoring Techniques
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