Paper Overview
Field: Machine Learning Authors: Jagaran Chakma, Zhiguang Zhou, Badhan Chakma, Priyanta Chakma Published: 2026-10-16 arXiv: 2610.23811
Summary
Predicting the compressive strength of fiber-reinforced high-performance concrete (FRHPC) subjected to temperature exposure is challenging due to the intricate interdependencies among mixture composition, fiber properties, curing conditions, and temperature.
This study introduces a data-driven framework trained on 1,204 experimental records covering a diverse array of material designs and exposure scenarios. Eight machine-learning models were evaluated, showing that ensemble approaches routinely surpass individual learners.
Key Results
- Gradient boosting (GB) and extreme gradient boosting (XGBoost) perform best on unseen data, each attaining an R² of 0.903.
- Gradient boosting produces the lowest RMSE: 6.67 MPa.
- Extreme gradient boosting achieves the lowest MAE (3.97 MPa) and MAPE (10.60%).
Interpretability Analysis
Using Shapley additive explanations (SHAP) and partial dependence analysis, the authors interpret the models and identify the ranking of influencing factors:
1. Temperature (most influential) 2. Fine aggregate 3. Superplasticizer 4. Cement content 5. Water-binder ratio 6. Water content
Strength declines significantly as temperature rises, but the degree of degradation depends on the specific mix design.
Practical Tool
The best-performing model is integrated into a Python-based graphical user interface for rapid prediction. The findings offer a precise and interpretable approach for evaluating temperature-dependent compressive strength, facilitating practical data-driven design of fiber-reinforced high-performance concrete.
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