A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation

The correlation analysis between current surface cracks of structures and external loads can provide important insights into determining the structural residual bearing capacity. The classical regression assessment method based on experimental data not only relies on costly structure experiments; it...

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Main Authors: Chun Zhang, Yinjie Zhao, Guangyu Wu, Han Wu, Hongli Ding, Jian Yu, Ruoqing Wan
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
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Online Access:https://www.mdpi.com/2075-5309/15/2/207
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author Chun Zhang
Yinjie Zhao
Guangyu Wu
Han Wu
Hongli Ding
Jian Yu
Ruoqing Wan
author_facet Chun Zhang
Yinjie Zhao
Guangyu Wu
Han Wu
Hongli Ding
Jian Yu
Ruoqing Wan
author_sort Chun Zhang
collection DOAJ
description The correlation analysis between current surface cracks of structures and external loads can provide important insights into determining the structural residual bearing capacity. The classical regression assessment method based on experimental data not only relies on costly structure experiments; it also lacks interpretability. Therefore, a novel load estimation method for RC beams, based on correlation analysis between detected crack images and strain contour plots calculated by FEM, is proposed. The distinct discrepancies between crack images and strain contour figures, coupled with the stochastic nature of actual crack distributions, pose considerable challenges for load estimation tasks. Therefore, a new correlation index model is initially introduced to quantify the correlation between the two types of images in the proposed method. Subsequently, a deep neural network (DNN) is trained as a FEM surrogate model to quickly predict the structural strain response by considering material uncertainties. Ultimately, the range of the optimal load level and its confidence interval are determined via statistical analysis of the load estimations under different random fields. The validation results of RC beams under four-point bending loads show that the proposed algorithm can quickly estimate load levels based on numerical simulation results, and the mean absolute percentage error (MAPE) for load estimation based solely on a single measured structural crack image is 20.68%.
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spelling doaj-art-8a84e2516f4647c6b8e04b0b6cce13672025-01-24T13:26:10ZengMDPI AGBuildings2075-53092025-01-0115220710.3390/buildings15020207A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical SimulationChun Zhang0Yinjie Zhao1Guangyu Wu2Han Wu3Hongli Ding4Jian Yu5Ruoqing Wan6School of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaSchool of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaDesign and Research Institute of Nanchang University, Nanchang 330047, ChinaSchool of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaSchool of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaSchool of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaSchool of Infrastructure Engineering, Nanchang University, Nanchang 330031, ChinaThe correlation analysis between current surface cracks of structures and external loads can provide important insights into determining the structural residual bearing capacity. The classical regression assessment method based on experimental data not only relies on costly structure experiments; it also lacks interpretability. Therefore, a novel load estimation method for RC beams, based on correlation analysis between detected crack images and strain contour plots calculated by FEM, is proposed. The distinct discrepancies between crack images and strain contour figures, coupled with the stochastic nature of actual crack distributions, pose considerable challenges for load estimation tasks. Therefore, a new correlation index model is initially introduced to quantify the correlation between the two types of images in the proposed method. Subsequently, a deep neural network (DNN) is trained as a FEM surrogate model to quickly predict the structural strain response by considering material uncertainties. Ultimately, the range of the optimal load level and its confidence interval are determined via statistical analysis of the load estimations under different random fields. The validation results of RC beams under four-point bending loads show that the proposed algorithm can quickly estimate load levels based on numerical simulation results, and the mean absolute percentage error (MAPE) for load estimation based solely on a single measured structural crack image is 20.68%.https://www.mdpi.com/2075-5309/15/2/207structural assessmentmachine visiondeep learningsurrogate modelreinforced concrete beam
spellingShingle Chun Zhang
Yinjie Zhao
Guangyu Wu
Han Wu
Hongli Ding
Jian Yu
Ruoqing Wan
A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
Buildings
structural assessment
machine vision
deep learning
surrogate model
reinforced concrete beam
title A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
title_full A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
title_fullStr A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
title_full_unstemmed A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
title_short A Correlation Analysis-Based Structural Load Estimation Method for RC Beams Using Machine Vision and Numerical Simulation
title_sort correlation analysis based structural load estimation method for rc beams using machine vision and numerical simulation
topic structural assessment
machine vision
deep learning
surrogate model
reinforced concrete beam
url https://www.mdpi.com/2075-5309/15/2/207
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