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Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
Published on: January 6, 2023
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Improving Concrete Crack Segmentation Networks through CutMix Data Synthesis and Temporal Data Fusion
Maziar Jamshidi1, Mamdouh El-Badry1, Navid Nourian1
1Department of Civil Engineering, University of Calgary, Calgary, AB T2N 1N4, Canada.
Sensors (Basel, Switzerland)
|January 8, 2023
Summary
This study enhances concrete crack detection using Transfer Learning and temporal data fusion. These methods significantly improve the accuracy of automated visual inspection systems for structural health monitoring.
Area of Science:
- Civil Engineering
- Computer Vision
- Artificial Intelligence
Background:
- Automated visual inspection systems for concrete structures rely on accurate identification of surface defects like cracks.
- Fully convolutional neural networks (FCNs) show promise for crack segmentation but require large labeled datasets, which are often unavailable for concrete structures.
- Performance of FCNs degrades on new datasets due to variations in image conditions.
Purpose of the Study:
- To improve the accuracy and robustness of FCNs for concrete crack segmentation, especially when training data is limited.
- To address the challenge of varying image conditions and the temporal nature of crack propagation in concrete structures.
Main Methods:
- A Transfer Learning approach was developed, utilizing a U-Net pre-trained on a public dataset and fine-tuned with a synthetic dataset.
- A synthetic dataset was generated using a CutMix data augmentation technique, combining crack images with background images from target datasets.
- A novel temporal data fusion technique was proposed to aggregate predictions from multiple time steps for sequential images, enhancing crack detection recall.
Main Results:
- The proposed Transfer Learning approach improved the network's ability to distinguish cracks from background pixels.
- The temporal data fusion technique enhanced the recall of crack predictions over time.
- The combined methods resulted in a significant performance increase, with F1-score and mean Intersection over Union (mIoU) improving by 28.4% and 22.2%, respectively.
Conclusions:
- The developed Transfer Learning and temporal data fusion techniques effectively enhance FCN performance for concrete crack segmentation.
- These methods offer a robust solution for automated visual inspection systems, particularly in scenarios with limited labeled data and dynamic defect evolution.
- The study demonstrates a significant advancement in the accuracy and reliability of detecting geometric properties of concrete surface defects.
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