Concrete Spalling Identification and Fire Resistance Prediction for Fired RC Columns Using Machine Learning-Based Approaches

• Published in: Fire technology 2024-05, Vol.60 (3), p.1823-1866
• Main Authors: Ho, Thuan N.-T., Nguyen, Trong-Phuoc, Truong, Gia Toai
• Format: Article
• Language: English
• Subjects: Accuracy; Algorithms; Characterization and Evaluation of Materials; Civil Engineering; Classical Mechanics; Compressive strength; Concrete; Concrete columns; Concrete properties; Engineering; Fire protection; Fire resistance; Learning algorithms; Machine learning; Multilayer perceptrons; Performance prediction; Physics; Predictions; Regression analysis; Regression models; Reinforced concrete; Slenderness ratio; Spalling; Statistical prediction; Support vector machines
• ISSN: 0015-2684; 1572-8099
• DOI: 10.1007/s10694-024-01550-8

This study aims at utilizing machine learning (ML) in predicting the fire resistance and spalling degree of reinforced concrete (RC) columns with improved accuracy and reliability. A database with 119 test specimens was created for the development of ML-based regression models, and a database with 101 test specimens was created for the development of ML-based classification models. Six ML algorithms—support vector machine (SVM), random forest (RF), multilayer perceptron (MLP), extreme gradient boosting (XGBoost), adaptive boosting (AdaBoost), and light gradient boosting machine (LightGBM). The hyperparameters of the ML-based models were optimized through Bayes optimization search (BayesSearchCV) with ten-fold cross-validation. The results indicated that the AdaBoost not only accurately predicted the spalling degree of RC columns with an accuracy of 87%, but also performed best in predicting the fire resistance of RC columns with R 2  = 0.96 and RMSE = 16.58. The AdaBoost model achieved high accuracy without significant bias, surpassing existing design equations. SHAP method was utilized to produce global explanations for the predictions. The results revealed that concrete compressive strength, loading ratio, slenderness ratio, and column width were the most critical features for spalling degree identification. Meanwhile, those were slenderness ratio, concrete cover, loading ratio, part of the fired column, and longitudinal reinforcement for fire resistance prediction. The parametric study demonstrated that the fire resistance of RC columns is positively affected by only concrete cover.