多重坐标系融合的裂缝三向测量方法研究
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1.南京理工大学安全科学与工程学院 南京 210024; 2.南京水利科学研究院 南京 210029; 3.水利部水库大坝安全重点实验室 南京 210024

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TN98

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国家重点研发计划资助项目(2024YFC3210703)、国家自然科学基金长江水科学研究联合基金(U2240221)、国家自然科学基金资助项目(51979174)、中央级公益性科研院所基本科研业务费专项资金(Y724011)项目资助


Research on multi coordinate system fusion algorithm for three directional measurement of cracks
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1.School of Safety Science and Engineering, Nanjing University of Science and Technology, Nanjing 210024, China; 2.Nanjing Institute of Water Resources,Nanjing 210029, China; 3.Key Laboratory of Reservoir and Dam Safety, Ministry of Water Resources,Nanjing 210024, China

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    摘要:

    单目视觉测量存在深度信息缺失,无法准确计算裂缝三向变形的问题。为解决该问题,本文提出了一种多重坐标系融合的裂缝三向测量方法。通过设计同心圆点阵标靶,建立裂缝等效位移模型,将测量裂缝三向变形问题转化为测量标靶主板与副板的三向变形问题。通过相机拍摄,对图片进行密度聚类和偏心修正后获得特征点集,再通过EPnP算法求取投影矩阵,利用最小二乘法对副板点集进行三维重建,获得副板点集在给定世界坐标系下的坐标,计算副板前后坐标变化量,即裂缝三向变形值。通过三轴滑台试验,验证了本文方法的精度、鲁棒性、泛化能力,结果表明算法在室内条件下最大偏差0.35 mm,三向测量误差均在±0.35 mm之内,现场试验条件下仍能保持±0.4 mm的测量精度,满足规范对裂缝测量的要求(±0.5 mm)。

    Abstract:

    Monocular visual measurement suffers from a lack of depth information, making it difficult to accurately calculate the three-dimensional deformation of cracks. To address this issue, this paper proposes a three-dimensional crack measurement method that integrates multiple coordinate systems. By designing a concentric circle array target and establishing an equivalent displacement model for cracks, the problem of measuring the three-dimensional deformation of cracks is transformed into the problem of measuring the three-dimensional deformation of the main and auxiliary plates of the target. By taking photos with a camera, density clustering and eccentricity correction are performed on the images to obtain a set of feature points. Then, the EPnP algorithm is used to obtain the projection matrix, and the least squares method is used to reconstruct the sub panel point set in three dimensions. The coordinates of the sub panel point set in a given world coordinate system are obtained, and the change in the front and rear coordinates of the sub panel, that is, the three-dimensional deformation value of the crack, is calculated. The accuracy, robustness, and generalization ability of the proposed method were verified through three-axis sliding table tests. The results showed that the algorithm had a maximum deviation of 0.35 mm under indoor conditions, and the measurement errors in all three directions were within ±0.35 mm, can still maintain a measurement accuracy of ±0.4 mm under on-site test conditions,meeting the requirements of crack measurement standards (±0.5 mm).

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胡宇,李登华,丁勇.多重坐标系融合的裂缝三向测量方法研究[J].电子测量技术,2025,48(19):36-43

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  • 在线发布日期: 2025-12-01
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