Computer vision-based assessment method of repairing failures for stop-hole in steel box girders

IF 3 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Yuhang Liu, Zhiyuan Yuanzhou, Bohai Ji, Hongbin Sun
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Abstract

Fatigue cracks and their corresponding repair status are crucial indicators of the health of steel bridges. Moreover, detailed crack identification is essential for intelligent bridge management and maintenance. Hence, this study proposes a method based on visual geometric characteristics to assess the status of stop-holes and quantify crack features. A multi-task deep learning network, Crack-Weld-Network (CWNet), is designed to simultaneously identify fatigue cracks and weld joints. CWNet consists of two branches: a boundary-guided segmentation branch and a weld joint detection branch, both of which embed feature pyramid networks to fuse features. During the training process, task-specific evaluation metrics were designed for different tasks, and the training results were compared with the baseline models to assess performance improvements. The proposed assessment and quantification method was validated through laboratory tests on specimens representing local details of a steel box girder. Experimental results demonstrated that, compared to the baseline models, CWNet improved the mean intersection over union and structural similarity by more than 7% and 9%. Additionally, the line similarity metric for weld joint detection achieved 84.7%. On images of structural specimens, CWNet achieved a segmentation performance exceeding 75% and a weld detection score exceeding 90%. In addition, the proposed crack length quantification method yielded an average relative error of approximately 3.4%, while the accuracy of the stop-hole repair status assessment exceeded 95%.
基于计算机视觉的箱梁止孔故障修复评估方法
疲劳裂纹及其相应的修复状态是钢桥健康的重要指标。此外,详细的裂缝识别对于智能桥梁管理和维护至关重要。因此,本研究提出了一种基于视觉几何特征的止孔状态评估和裂纹特征量化方法。设计了一种多任务深度学习网络——裂纹-焊接网络(CWNet),用于同时识别疲劳裂纹和焊缝。CWNet包括两个分支:边界引导分割分支和焊缝检测分支,这两个分支都嵌入了特征金字塔网络来融合特征。在培训过程中,针对不同的任务设计了特定任务的评估指标,并将培训结果与基线模型进行比较,以评估绩效改进情况。通过钢箱梁局部细部的室内试验,验证了所提出的评估和量化方法的有效性。实验结果表明,与基线模型相比,CWNet的平均相交比联合和结构相似度分别提高了7%和9%以上。此外,用于焊缝检测的线相似度指标达到84.7%。在结构试件图像上,CWNet的分割性能超过75%,焊缝检测分数超过90%。此外,所提出的裂缝长度量化方法的平均相对误差约为3.4%,而封堵孔修复状态评估的准确率超过95%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Damage Mechanics
International Journal of Damage Mechanics 工程技术-材料科学:综合
CiteScore
8.70
自引率
26.20%
发文量
48
审稿时长
5.4 months
期刊介绍: Featuring original, peer-reviewed papers by leading specialists from around the world, the International Journal of Damage Mechanics covers new developments in the science and engineering of fracture and damage mechanics. Devoted to the prompt publication of original papers reporting the results of experimental or theoretical work on any aspect of research in the mechanics of fracture and damage assessment, the journal provides an effective mechanism to disseminate information not only within the research community but also between the reseach laboratory and industrial design department. The journal also promotes and contributes to development of the concept of damage mechanics. This journal is a member of the Committee on Publication Ethics (COPE).
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