Ruofei Liu , Longguan Zhang , Junfeng Jia , Shengli Li , He Guo , Binli Guo
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引用次数: 0
Abstract
Void is a common grouting defect that significantly impacts the safety and durability of post-tensioned concrete structures. However, due to invisibility, it is challenging to detect and evaluate grouting voids. This study proposes a one-dimensional convolutional neural network-squeeze and excitation net-long short-term memory (1DCNN-SENet-LSTM) model for UGW-based automatic evaluation of grouting void location. In this model, the UGW time-domain signal is filtered and input into the network. Firstly, CNN is employed to extract spatial features. Secondly, the SE block is incorporated for attention calibration. Finally, the LSTM is utilized to extract time series-related features. The implementation of 9-fold cross-validation during network training enhances robustness and avoids overfitting. The proposed employs an end-to-end approach to facilitate automatic feature learning. This study compares the test results of the 1DCNN-SENet-LSTM model with other models to validate the superiority of the proposed model in terms of prediction performance. The classification results are evaluated using indicators such as Accuracy, Precision, Recall, and F1 score. The results indicate that the 1DCNN-SENet-LSTM model achieves a greater Accuracy of 96 % in evaluating the location of grouting voids, which is 10.3 % higher than the 1DCNN-LSTM model, 12.9 % higher than the ResNet model, and 23.1 % higher than the XGBoost model. Furthermore, the F1 score for each category in the 1DCNN-SENet-LSTM model exceeds 92 %, surpassing other models.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.