Low-altitude UAV-based rapid focus and fine identification method for bridge tower defects inspection

The exterior facades of towers in cable-supported bridges, with considerable height and limited accessibility, constitute a weak link in bridge inspection. Conventional approaches, long-distance telescope observation and manual gondola inspection, suffer limited coverage, high missed detections, low efficiency, and elevated operational risks. This study proposes a UAV-based fixed-route rapid screening and precision inspection method for detecting surface defects on bridge towers, aiming to balance inspection efficiency and accuracy and enable fully unmanned inspection. High-quality facade images are acquired by a UAV on a fixed-route inspection with a wide field of view. A YOLOv8-based rapid defect focus method identifies and localizes abnormal regions in large-scale complex images. For these focused areas, a DeepLabV3+-based pixel-level defect segmentation method achieves fine-grained extraction. The model integrates a composite loss combining class-weighted cross-entropy, Tversky loss, and Sobel boundary consistency loss, with lightweight morphological post-processing, to enhance boundary adherence for elongated cracks. The ground sampling distance (GSD) is computed from camera intrinsic parameters and the UAV-to-surface distance. Using skeletonization and shortest-path graph algorithms, the true physical dimensions of cracks are quantitatively measured. A case study on a 70 m tower shows preliminary screening within 40 s at 10 m standoff, with abnormal-region detection accuracy greater than 90%. Fine inspection attains mIoU greater than 0.80, mDice greater than 0.90, and F1 greater than 0.98, and crack-length relative error within 3%. The approach maintains a low false-detection rate and identifies most recorded defects. • Propose a UAV-based method for rapid focus and fine identification of tower defects. • Develop a coarse point cloud based routine inspection method to quantify defects. • Provide fast tower anomaly area focus method based on YOLOv8, full 70m tower in 40s. • Develop a DeepLabV3+ based defect segmentation method with crack length error below 3%. • Demonstrate the method’s practicality and outperformance in real bridge inspection.

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Publication Details

Journal
Journal of Infrastructure Intelligence and Resilience
Published
2026-02-27
DOI
https://doi.org/10.1016/j.iintel.2026.100209
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
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article

Low-altitude UAV-based rapid focus and fine identification method for bridge tower defects inspection

Huijie Zheng, Yanjie Zhu, Xiqiang Wu, Wen Xiong et al.
Journal of Infrastructure Intelligence and Resilience
Infrastructure Maintenance and Monitoring
article

Low-altitude UAV-based rapid focus and fine identification method for bridge tower defects inspection

Huijie Zheng, Yanjie Zhu, Xiqiang Wu, Wen Xiong, Chenhao Ru
article en

Abstract

The exterior facades of towers in cable-supported bridges, with considerable height and limited accessibility, constitute a weak link in bridge inspection. Conventional approaches, long-distance telescope observation and manual gondola inspection, suffer limited coverage, high missed detections, low efficiency, and elevated operational risks. This study proposes a UAV-based fixed-route rapid screening and precision inspection method for detecting surface defects on bridge towers, aiming to balance inspection efficiency and accuracy and enable fully unmanned inspection. High-quality facade images are acquired by a UAV on a fixed-route inspection with a wide field of view. A YOLOv8-based rapid defect focus method identifies and localizes abnormal regions in large-scale complex images. For these focused areas, a DeepLabV3+-based pixel-level defect segmentation method achieves fine-grained extraction. The model integrates a composite loss combining class-weighted cross-entropy, Tversky loss, and Sobel boundary consistency loss, with lightweight morphological post-processing, to enhance boundary adherence for elongated cracks. The ground sampling distance (GSD) is computed from camera intrinsic parameters and the UAV-to-surface distance. Using skeletonization and shortest-path graph algorithms, the true physical dimensions of cracks are quantitatively measured. A case study on a 70 m tower shows preliminary screening within 40 s at 10 m standoff, with abnormal-region detection accuracy greater than 90%. Fine inspection attains mIoU greater than 0.80, mDice greater than 0.90, and F1 greater than 0.98, and crack-length relative error within 3%. The approach maintains a low false-detection rate and identifies most recorded defects. • Propose a UAV-based method for rapid focus and fine identification of tower defects. • Develop a coarse point cloud based routine inspection method to quantify defects. • Provide fast tower anomaly area focus method based on YOLOv8, full 70m tower in 40s. • Develop a DeepLabV3+ based defect segmentation method with crack length error below 3%. • Demonstrate the method’s practicality and outperformance in real bridge inspection.

Journal of Infrastructure Intelligence and ResilienceVol. 5(2)
Southeast University (CN)
Sustainable cities and communities
Openalex Percentile: Top 42%
Infrastructure Maintenance and Monitoring
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