Research on health monitoring of concrete structure based on G-S-G

Abstract 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. Firs...

Full description

Saved in:
Bibliographic Details
Main Authors: Jiaqi Wang, Hongbi Kang, Kexin Li
Format: Article
Language:English
Published: Nature Portfolio 2025-01-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-024-84830-1
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1841544809326575616
author Jiaqi Wang
Hongbi Kang
Kexin Li
author_facet Jiaqi Wang
Hongbi Kang
Kexin Li
author_sort Jiaqi Wang
collection DOAJ
description Abstract 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.
format Article
id doaj-art-392e049f2bc34d96930fba4ecb0af98d
institution Kabale University
issn 2045-2322
language English
publishDate 2025-01-01
publisher Nature Portfolio
record_format Article
series Scientific Reports
spelling doaj-art-392e049f2bc34d96930fba4ecb0af98d2025-01-12T12:14:37ZengNature PortfolioScientific Reports2045-23222025-01-0115111410.1038/s41598-024-84830-1Research on health monitoring of concrete structure based on G-S-GJiaqi Wang0Hongbi Kang1Kexin Li2Department of Landscape Architecture, Beihua UniversityDepartment of Landscape Architecture, Beihua University Civil and Transportation College, Beihua UniversityAbstract 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.https://doi.org/10.1038/s41598-024-84830-1Structural health monitoringGray level co-occurrence matrixSelf-organizing map neural networkDamages index extraction
spellingShingle Jiaqi Wang
Hongbi Kang
Kexin Li
Research on health monitoring of concrete structure based on G-S-G
Scientific Reports
Structural health monitoring
Gray level co-occurrence matrix
Self-organizing map neural network
Damages index extraction
title Research on health monitoring of concrete structure based on G-S-G
title_full Research on health monitoring of concrete structure based on G-S-G
title_fullStr Research on health monitoring of concrete structure based on G-S-G
title_full_unstemmed Research on health monitoring of concrete structure based on G-S-G
title_short Research on health monitoring of concrete structure based on G-S-G
title_sort research on health monitoring of concrete structure based on g s g
topic Structural health monitoring
Gray level co-occurrence matrix
Self-organizing map neural network
Damages index extraction
url https://doi.org/10.1038/s41598-024-84830-1
work_keys_str_mv AT jiaqiwang researchonhealthmonitoringofconcretestructurebasedongsg
AT hongbikang researchonhealthmonitoringofconcretestructurebasedongsg
AT kexinli researchonhealthmonitoringofconcretestructurebasedongsg