Interpretable machine learning framework for predicting cement adhesive bond strength in NSM FRP systems using differential evolution and SHAP analysis

This study presents a robust and interpretable machine learning framework for predicting the average bond strength ( τ avg ) of cement-based adhesives in Near-Surface Mounted (NSM) FRP systems. Four state-of-the-art ensemble algorithms were evaluated on a dataset of 150 experimental tests using a rigorous nested cross-validation protocol and Differential Evolution for hyperparameter optimization. A key aspect of the framework is the explicit engineering of interaction terms to model physical synergies. The optimized LightGBM model emerged as the superior predictor, achieving a mean R² of 0.42 on unseen test data while fitting the training data with an R² of 0.79. This contrast reflects the high heterogeneity of the aggregated dataset. A SHAP analysis revealed that engineered interaction terms were the most influential predictors across all models, with the interplay between groove depth and surface treatment ( d g · Treatment) consistently highly ranked. For the best-performing LightGBM model specifically, the synergy between surface treatment and FRP tensile strength ( f frp ) proved most dominant. These findings highlight that the predictive power of primary variables is significantly enhanced when their complex interdependencies are explicitly modeled. This work provides a transparent, methodologically rigorous framework that serves as both a predictive tool and an instrument for scientific insight into NSM FRP bond mechanics.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2026-01-05
DOI
https://doi.org/10.1016/j.cscm.2026.e05761
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
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article

Interpretable machine learning framework for predicting cement adhesive bond strength in NSM FRP systems using differential evolution and SHAP analysis

Abdulsalam Mohammed Alkhalaf, Khalid Saqer ALOTAIBI
Case Studies in Construction Materials
Structural Behavior of Reinforced Concrete
article

Interpretable machine learning framework for predicting cement adhesive bond strength in NSM FRP systems using differential evolution and SHAP analysis

Abdulsalam Mohammed Alkhalaf, Khalid Saqer ALOTAIBI
article en

Abstract

This study presents a robust and interpretable machine learning framework for predicting the average bond strength ( τ avg ) of cement-based adhesives in Near-Surface Mounted (NSM) FRP systems. Four state-of-the-art ensemble algorithms were evaluated on a dataset of 150 experimental tests using a rigorous nested cross-validation protocol and Differential Evolution for hyperparameter optimization. A key aspect of the framework is the explicit engineering of interaction terms to model physical synergies. The optimized LightGBM model emerged as the superior predictor, achieving a mean R² of 0.42 on unseen test data while fitting the training data with an R² of 0.79. This contrast reflects the high heterogeneity of the aggregated dataset. A SHAP analysis revealed that engineered interaction terms were the most influential predictors across all models, with the interplay between groove depth and surface treatment ( d g · Treatment) consistently highly ranked. For the best-performing LightGBM model specifically, the synergy between surface treatment and FRP tensile strength ( f frp ) proved most dominant. These findings highlight that the predictive power of primary variables is significantly enhanced when their complex interdependencies are explicitly modeled. This work provides a transparent, methodologically rigorous framework that serves as both a predictive tool and an instrument for scientific insight into NSM FRP bond mechanics.

Case Studies in Construction MaterialsVol. 24
Imam Abdulrahman Bin Faisal University (SA)
Openalex Percentile: Top 97%
Structural Behavior of Reinforced Concrete
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