Abstract
To effectively identify the damage degree of concrete bridge structures and timely evaluate the structural state, this paper conducted damage model experiments on partially prestressed concrete cable-stayed bridges based on convolutional neural networks (CNNs). By analyzing the acoustic emission waveform signals of the test beams under different damage states, CNN was adopted to identify and predict the degree of damage to the test beams. Firstly, a CNN architecture consisting of convolutional layers, pooling layers, fully connected layers, and a SoftMax layer was constructed. Then, the test beam was loaded to the limit state for three times in stages to obtain three sets of acoustic emission waveform signals in the same loading conditions. Meanwhile, the first two sets of acoustic emission signals were input into the previously built CNN model and trained to obtain a CNN identification system. The third set of acoustic emission signals was employed by the identification system to predict the damage state of the test beam, thus verifying the effectiveness of the identification method. The results show that the damage degree of the test beam is successfully predicted based on CNN and acoustic emission technology, with the comprehensive accuracy of 96.71% for 3104 acoustic emission signals. The network architecture with two convolutional layers and two fully connected layers has the optimal prediction performance. Additionally, compared to traditional BP neural networks, the accuracy of CNN is 5%-10% higher.
Publication Date
8-18-2022
DOI
10.14048/j.issn.1671-2579.2022.04.012
First Page
69
Last Page
75
Submission Date
May 2025
Recommended Citation
Ming, YUAN; Shuo, WANG; Donghuang, YAN; Yun, LIU; and Lian, HUANG
(2022)
"Study on Damage Prediction of Concrete Bridges Based on Acoustic Emission and Convolutional Neural Network,"
Journal of China & Foreign Highway: Vol. 42:
Iss.
4, Article 12.
DOI: 10.14048/j.issn.1671-2579.2022.04.012
Available at:
https://zwgl1980.csust.edu.cn/journal/vol42/iss4/12
Reference
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