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Pixel-Level Fatigue Crack Segmentation in Large-Scale Images of Steel Structures Using an Encoder-Decoder Network
Chuanzhi Dong1, Liangding Li2, Jin Yan3
1Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, FL 32816, USA.
This study introduces an automated U-net based framework for precise fatigue crack segmentation in steel structures. The method enhances structural integrity assessment and maintenance by overcoming limitations of manual inspections and costly non-destructive testing.
Area of Science:
- Civil Engineering
- Computer Vision
- Materials Science
Background:
- Fatigue cracks in steel structures pose significant risks, potentially leading to catastrophic failure.
- Current inspection methods like visual inspection are subjective and labor-intensive, while non-destructive testing is expensive.
- Accurate fatigue crack detection is crucial for structural health monitoring, maintenance, and extending service life.
Purpose of the Study:
- To develop an automated, pixel-level fatigue crack segmentation framework for large-scale steel structure images.
- To address the limitations of existing manual and non-destructive testing methods for crack detection.
- To improve the efficiency and accuracy of fatigue crack assessment in civil infrastructure.
Main Methods:
- A modified U-net encoder-decoder network was employed for pixel-level fatigue crack segmentation.
- Large-resolution images were cropped into smaller segments for efficient training and testing.
- Image post-processing techniques, including opening and closing operations, were applied to refine segmentation maps.
Main Results:
- The proposed U-net based method achieved acceptable accuracy in automatic fatigue crack segmentation, measured by average intersection over union (mIOU).
- Comparative analysis showed superior performance of the U-net model over a Fully Convolutional Network (FCN) with ResNet34 backbone.
- The U-net model demonstrated better segmentation results with fewer training epochs and a simpler architecture.
Conclusions:
- The developed framework offers an effective and efficient solution for fatigue crack segmentation in large-scale steel structures.
- The study provides valuable insights and recommendations for applying image-based fatigue crack detection in civil infrastructure engineering.
- This automated approach supports better condition assessment, maintenance planning, and lifecycle management of existing structures.
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