Wang Jiaqi, Kang Hongbi, Li Kexin
Department of Landscape Architecture, Beihua University, Jilin, China.
Civil and Transportation College, Beihua University, Jilin, China.
Sci Rep. 2025 Jan 9;15(1):1393. doi: 10.1038/s41598-024-84830-1.
An improved concrete structure health monitoring method based on G-S-G is proposed, which fully combines an optimized Gray-Level Co-occurrence Matrix (GLCM) with an improved Self-Organizing Map (SOM) neural network to achieve accurate and real-time concrete structure health monitoring. First of all, in order to obtain a dynamic image of the crack damage region of interest (ROI) with clear contrast and obvious target, the image acquisition system and image optimization method are used to process the damaged image. Moreover, in order to realize the accurate location of crack damage, crack damage identification research based on GLCM-SOM effectively eliminates the interference of honeycomb and pothole damage on crack damage. In order to obtain the indicators for monitoring the health status of the structure, the damage characteristics and probability distribution characteristics of the concrete structure in the gray level co-occurrence matrix are combined to extract the probability range index (PRI). On the basis of extracting the crack damage index, in order to verify the reliability of the sensitive feature index, starting from the two dimensions of damage texture feature and data expansion, through reverse research of the damage model, the damage index of accurately locating the crack damage was selected. It follows that the final sensitive indicators: entropy (ENT) and PRI can be used for structural health monitoring because of their strong damage characterization ability and sensitivity to damage characteristics. This research shows that is helpful to realize the high precision intelligent concrete structure health monitoring of modern concrete structure crack damage.
提出了一种基于G-S-G的改进型混凝土结构健康监测方法,该方法将优化后的灰度共生矩阵(GLCM)与改进的自组织映射(SOM)神经网络充分结合,以实现对混凝土结构健康状况的准确实时监测。首先,为了获得具有清晰对比度和明显目标的感兴趣裂纹损伤区域(ROI)的动态图像,采用图像采集系统和图像优化方法对受损图像进行处理。此外,为了实现裂纹损伤的精确定位,基于GLCM-SOM的裂纹损伤识别研究有效消除了蜂窝和坑洼损伤对裂纹损伤的干扰。为了获得用于监测结构健康状态的指标,结合灰度共生矩阵中混凝土结构的损伤特征和概率分布特征,提取概率范围指标(PRI)。在提取裂纹损伤指标的基础上,为了验证敏感特征指标的可靠性,从损伤纹理特征和数据扩展两个维度出发,通过对损伤模型的反向研究,选取了能够精确定位裂纹损伤的损伤指标。由此可见,最终的敏感指标:熵(ENT)和PRI因其强大的损伤表征能力和对损伤特征的敏感性,可用于结构健康监测。本研究表明,这有助于实现现代混凝土结构裂纹损伤的高精度智能混凝土结构健康监测。