融合多种检测数据,精准定位桥梁缺陷区域。
A Multimodal Fusion Framework for Bridge Defect Detection with Cross-Verification
- 结合冲击回波与表面超声波数据,用几何分析融合缺陷点。
- F1分数达0.83,显著降低误报,提升定位精度。
- 适合桥梁巡检、结构健康监测人员参考使用。
本文提出一种多模态融合框架,用于桥梁缺陷检测与分析,整合无损检测(NDE)技术与图像处理方法,实现精确的结构评估。通过融合冲击回波(IE)与表面超声波(USW)数据,该初步研究聚焦于混凝土结构中缺陷高发区域的识别,重点关注脱层与分层等关键指标。利用α形状的地理空间分析、缺陷点融合及统一车道边界,该框架整合分散数据源,提升缺陷定位能力,并便于识别重叠缺陷区域。通过自适应图像处理进行交叉验证,将检测到的缺陷坐标与视觉数据对齐,采用基于轮廓的映射与边界框技术实现精确定位。实验结果显示F1分数为0.83,表明该方法在改善缺陷定位、减少误报和提高检测准确率方面具有潜力,为后续大规模验证与深入研究奠定基础。该初步探索证明该框架是高效桥梁健康评估的有力工具,对主动结构监测与维护具有重要意义。
原文摘要 · Abstract (English)
This paper presents a pilot study introducing a multimodal fusion framework for the detection and analysis of bridge defects, integrating Non-Destructive Evaluation (NDE) techniques with advanced image processing to enable precise structural assessment. By combining data from Impact Echo (IE) and Ultrasonic Surface Waves (USW) methods, this preliminary investigation focuses on identifying defect-prone regions within concrete structures, emphasizing critical indicators such as delamination and debonding. Using geospatial analysis with alpha shapes, fusion of defect points, and unified lane boundaries, the proposed framework consolidates disparate data sources to enhance defect localization and facilitate the identification of overlapping defect regions. Cross-verification with adaptive image processing further validates detected defects by aligning their coordinates with visual data, utilizing advanced contour-based mapping and bounding box techniques for precise defect identification. The experimental results, with an F1 score of 0.83, demonstrate the potential efficacy of the approach in improving defect localization, reducing false positives, and enhancing detection accuracy, which provides a foundation for future research and larger-scale validation. This preliminary exploration establishes the framework as a promising tool for efficient bridge health assessment, with implications for proactive structural monitoring and maintenance.
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