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基于主应变场的混凝土全表面开裂特征实时测量与分析

REAL TIME MEASUREMENT AND ANALYSIS OF FULL SURFACE CRACKING CHARACTERISTICS OF CONCRETE BASED ON PRINCIPAL STRAIN FIELD

  • 摘要: 测量裂纹的扩展过程对于揭示混凝土结构的破坏机理和评价其力学性能十分重要. 本文提出了一种基于混凝土表面变形场的裂纹定位和宽度测量方法, 首先基于多相机数字图像相关方法得到混凝土试件表面的高分辨变形场, 发现开裂引起的位移梯度使裂纹附近的虚主应变场明显区别于未开裂处, 且主应变场在裂纹法线方向近似高斯分布. 借鉴在激光条纹中心线定位中广泛采用的Steger算法思想, 提出了基于主应变场的裂纹定位方法, 并将裂纹两侧位于法线上的面内位移向量做差沿裂纹法线方向上的投影为Ⅰ型裂纹宽度, 沿裂纹切线方向上的投影为Ⅱ型裂纹宽度, 最终得到了裂纹每一点的位置和宽度. 利用高精度平移台设计了模拟裂纹扩展的实验, 以验证Ⅰ型裂纹宽度的测量精度. 实验结果表明: 裂纹宽度的测量误差在0.010 ~ 0.017像素之间, 与理论预测相符; 测量误差的标准差在0.006 ~ 0.008像素之间, 测量结果比较稳定. 在同等分辨率下, 本文方法的测量精度优于基于图像的裂纹测量方法. 本文提出的方法可以全自动、实时地测量裂纹扩展, 为混凝土实验提供了一种可靠、精确的全场裂纹测量手段.

     

    Abstract: The measurement of the crack propagation process is significant to reveal the failure mechanism and evaluate the mechanical properties of concrete structure. This paper presents a method of crack location and width measurement based on the deformation field of concrete surface. The high-resolution deformation field of the concrete specimens is obtained by using multi-camera digital image correlation method at first. It is found that the virtual principal strain field around the crack obviously differs from that in uncracked zone because of the gradient of displacement field caused by crack, and the principal strain field can be regarded as approximately Gaussian distributed in the normal direction of the crack. A new method of crack location based on the principle strain field is proposed based on the Steger algorithm which is widely applied in laser stripe center extracting, and the difference of in-plane displacement vectors on the normal direction between two sides of the crack is obtained. The projection along the normal direction is taken as the width of mode I crack, while the projection along the normal vertical direction is taken as the width of mode II crack. The experiment of simulating crack propagation is performed by using a high precision translation table to verify the measurement accuracy of crack width measurent. The results of the experiments show that the measurement error of crack width is between 0.010 pixel and 0.017 pixel, which is consistent with the theoretical prediction. The standard deviation is between 0.006 pixel and 0.008 pixel, which illustrates that the measurement accuracy of the proposed method is high. The accuracy of the proposed method is better than that of image-based crack measurement method at the same image resolution. The method proposed can automatically measure crack propagation in real time, which provides a reliable and accurate method for the concrete experiment.

     

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