Splitting tensile strength prediction of Metakaolin concrete using machine learning techniques

被引:7
作者
Li, Qiang [1 ]
Ren, Guoqi [1 ]
Wang, Haoran [1 ]
Xu, Qikeng [1 ]
Zhao, Jinquan [1 ]
Wang, Huifen [1 ]
Ding, Yonggang [1 ]
机构
[1] Henan Univ Technol, Coll Civil Engn, Zhengzhou 450001, Peoples R China
基金
英国科研创新办公室;
关键词
SELF-COMPACTING CONCRETE; HARDENED PROPERTIES; SILICA FUME; FRESH; PERMEABILITY; PERFORMANCE; SHRINKAGE; AGGREGATE;
D O I
10.1038/s41598-023-47196-4
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Splitting tensile strength (STS) is an important mechanical property of concrete. Modeling and predicting the STS of concrete containing Metakaolin is an important method for analyzing the mechanical properties. In this paper, four machine learning models, namely, Artificial Neural Network (ANN), support vector regression (SVR), random forest (RF), and Gradient Boosting Decision Tree (GBDT) were employed to predict the STS. The comprehensive comparison of predictive performance was conducted using evaluation metrics. The results indicate that, compared to other models, the GBDT model exhibits the best test performance with an R2 of 0.967, surpassing the values for ANN at 0.949, SVR at 0.963, and RF at 0.947. The other four error metrics are also the smallest among the models, with MSE = 0.041, RMSE = 0.204, MAE = 0.146, and MAPE = 4.856%. This model can serve as a prediction tool for STS in concrete containing Metakaolin, assisting or partially replacing laboratory compression tests, thereby saving costs and time. Moreover, the feature importance of input variables was investigated.
引用
收藏
页数:11
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