Machine Learning-Assisted Analysis of Fracture Energy in Externally Bonded Reinforcement on Groove Bond Strength Prediction

The tensile capacity of a connection is predicted through the use of established models, among which the bond behavior between CFRP layers and concrete is always considered. In structures reinforced with CFRP, the prediction of the bond force between concrete and CFRP is essential, as the connection must be designed to withstand the required tensile capacity. An underestimation can lead to inefficient design, while an overestimation risks premature debonding failure, potentially compromising structural safety and serviceability. In recent applications, the bond force between concrete and CFRP has been increased through the use of the Externally Bonded Reinforcement on Groove (EBROG) method. However, due to the structural complexity introduced by the grooved interface, accurate prediction of its bond strength remains challenging, and conventional analytical models may not fully capture the underlying nonlinear interactions. In this technique, CFRP layers are placed into grooves to enhance the interaction among the adhesive, concrete, and CFRP. However, due to the structural complexity of this connection, accurate prediction of its bond force is challenging and requires the application of artificial intelligence methods. This study develops a machine learning (ML) framework to predict the bond strength of the EBROG technique. Four ML models, Support Vector Machine (SVM), Gaussian Process Regression (GPR), Decision Tree, and XGBoost, were implemented, and their hyperparameters were optimized via Bayesian optimization. The models were evaluated using multiple statistical metrics, with the XGBoost algorithm demonstrating superior predictive performance, achieving an R2 of 0.987 and an RMSE of 0.522 kN. This represents an improvement of approximately 5.6% in R2 and a reduction of over 53% in RMSE compared to the existing analytical model. SHAP analysis provided interpretable, data-driven insights, revealing that fracture energy is the predominant factor governing bond strength and elucidating nonlinear interactions between key design parameters. This ML-fracture mechanics framework not only offers superior prediction but also advances the mechanistic understanding of the EBROG bond behavior.

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Publication Details

Journal
Buildings
Published
2026-03-08
DOI
https://doi.org/10.3390/buildings16051070
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
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article

Machine Learning-Assisted Analysis of Fracture Energy in Externally Bonded Reinforcement on Groove Bond Strength Prediction

Bahareh Mehdizadeh, Bijan Samali, Mohammad Afrazi, Pouyan Fakharian et al.
Buildings
Structural Behavior of Reinforced Concrete
article

Machine Learning-Assisted Analysis of Fracture Energy in Externally Bonded Reinforcement on Groove Bond Strength Prediction

Bahareh Mehdizadeh, Bijan Samali, Mohammad Afrazi, Pouyan Fakharian, Younes Nouri
article en

Abstract

The tensile capacity of a connection is predicted through the use of established models, among which the bond behavior between CFRP layers and concrete is always considered. In structures reinforced with CFRP, the prediction of the bond force between concrete and CFRP is essential, as the connection must be designed to withstand the required tensile capacity. An underestimation can lead to inefficient design, while an overestimation risks premature debonding failure, potentially compromising structural safety and serviceability. In recent applications, the bond force between concrete and CFRP has been increased through the use of the Externally Bonded Reinforcement on Groove (EBROG) method. However, due to the structural complexity introduced by the grooved interface, accurate prediction of its bond strength remains challenging, and conventional analytical models may not fully capture the underlying nonlinear interactions. In this technique, CFRP layers are placed into grooves to enhance the interaction among the adhesive, concrete, and CFRP. However, due to the structural complexity of this connection, accurate prediction of its bond force is challenging and requires the application of artificial intelligence methods. This study develops a machine learning (ML) framework to predict the bond strength of the EBROG technique. Four ML models, Support Vector Machine (SVM), Gaussian Process Regression (GPR), Decision Tree, and XGBoost, were implemented, and their hyperparameters were optimized via Bayesian optimization. The models were evaluated using multiple statistical metrics, with the XGBoost algorithm demonstrating superior predictive performance, achieving an R2 of 0.987 and an RMSE of 0.522 kN. This represents an improvement of approximately 5.6% in R2 and a reduction of over 53% in RMSE compared to the existing analytical model. SHAP analysis provided interpretable, data-driven insights, revealing that fracture energy is the predominant factor governing bond strength and elucidating nonlinear interactions between key design parameters. This ML-fracture mechanics framework not only offers superior prediction but also advances the mechanistic understanding of the EBROG bond behavior.

BuildingsVol. 16(5)
Duy Tan University (VN), New Mexico Institute of Mining and Technology (US), Western Sydney University (AU), Ferdowsi University of Mashhad (IR), Macquarie University (AU)
Openalex Percentile: Top 31%
Structural Behavior of Reinforced Concrete
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