A method for identifying and quantifying micro-fissure width of concrete based on improved skeleton method

By using an improved skeleton method, combined with monocular camera calibration and AprilTag codes, and employing the PnP algorithm and LM optimization, the problem of accuracy in identifying and quantifying the width of micro-cracks in concrete was solved, achieving high-precision crack detection.

CN122415451APending Publication Date: 2026-07-17EAST CHINA JIAOTONG UNIVERSITY

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
EAST CHINA JIAOTONG UNIVERSITY
Filing Date
2026-03-26
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies struggle to accurately identify and quantify the width of micro-cracks in concrete, resulting in insufficient accuracy and robustness of test results, which in turn affects structural durability and safety.

Method used

An improved skeleton method is adopted, which combines monocular camera calibration, AprilTag code, PnP algorithm and LM optimization. Through image processing and visual perception technology, distortion is gradually corrected, skeleton points are extracted, and crack width is dynamically weighted and fused to calculate.

Benefits of technology

It achieves high-precision identification and quantification of the width of micro-cracks in concrete, improves the accuracy and robustness of the detection results, and ensures high precision of pose parameters and accuracy of crack segmentation.

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Abstract

本发明公开了一种基于改进型骨架法的混凝土微细裂缝宽度识别与量化方法,属于裂缝识别技术领域。该方法包括:步骤1,使用单目相机分别采集三类图像;步骤2,利用标定好的相机内参矩阵和畸变系数,修改图像的径向畸变和切向畸变;步骤,3,对图像融合了自适应阈值二值化与Otsu全局阈值二值化,引入Canny多阶段边缘检测算法进行处理;步骤4,使用AprilTag码并借助PnP算法标定;步骤5,构建基于焦点重投影误差的目标函数并采用Levenberg‑Marquardt(L‑M)算法进行非线性优化;步骤6,采用改进型骨架法进行混凝土微细裂缝宽度计算;本发明解决了像素比例未知而导致的宽度测量失真及裂缝物理宽度检测精度低的问题。
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