Chen Xiaolong, Li Jian, Huang Shuowen, Cui Hao, Liu Peirong, Sun Quan
School of Water Conservancy Science & Engineering, Zhengzhou University, Zhengzhou 450001, China.
School of Geo-Science & Technology, Zhengzhou University, Zhengzhou 450001, China.
Sensors (Basel). 2021 Feb 24;21(5):1581. doi: 10.3390/s21051581.
Cracks are one of the main distresses that occur on concrete surfaces. Traditional methods for detecting cracks based on two-dimensional (2D) images can be hampered by stains, shadows, and other artifacts, while various three-dimensional (3D) crack-detection techniques, using point clouds, are less affected in this regard but are limited by the measurement accuracy of the 3D laser scanner. In this study, we propose an automatic crack-detection method that fuses 3D point clouds and 2D images based on an improved Otsu algorithm, which consists of the following four major procedures. First, a high-precision registration of a depth image projected from 3D point clouds and 2D images is performed. Second, pixel-level image fusion is performed, which fuses the depth and gray information. Third, a rough crack image is obtained from the fusion image using the improved Otsu method. Finally, the connected domain labeling and morphological methods are used to finely extract the cracks. Experimentally, the proposed method was tested at multiple scales and with various types of concrete crack. The results demonstrate that the proposed method can achieve an average precision of 89.0%, recall of 84.8%, and F1 score of 86.7%, performing significantly better than the single image (average F1 score of 67.6%) and single point cloud (average F1 score of 76.0%) methods. Accordingly, the proposed method has high detection accuracy and universality, indicating its wide potential application as an automatic method for concrete-crack detection.
裂缝是混凝土表面出现的主要病害之一。基于二维(2D)图像的传统裂缝检测方法可能会受到污渍、阴影和其他伪像的影响,而使用点云的各种三维(3D)裂缝检测技术在这方面受影响较小,但受到3D激光扫描仪测量精度的限制。在本研究中,我们提出了一种基于改进的大津算法融合3D点云和2D图像的自动裂缝检测方法,该方法包括以下四个主要步骤。首先,对从3D点云投影得到的深度图像和2D图像进行高精度配准。其次,进行像素级图像融合,融合深度和灰度信息。第三,使用改进的大津方法从融合图像中获得粗略的裂缝图像。最后,采用连通域标记和形态学方法对裂缝进行精细提取。通过实验,该方法在多个尺度和不同类型的混凝土裂缝上进行了测试。结果表明,该方法的平均精度为89.0%,召回率为84.8%,F1分数为86.7%,明显优于单图像(平均F1分数为67.6%)和单点云(平均F1分数为76.0%)方法。因此,该方法具有较高的检测精度和通用性,表明其作为一种混凝土裂缝自动检测方法具有广阔的潜在应用前景。