Modeling of Compressive Strength of Self-Compacting Rubberized Concrete Using Machine Learning

被引:36
作者
Kovacevic, Miljan [1 ]
Lozancic, Silva [2 ]
Nyarko, Emmanuel Karlo [3 ]
Hadzima-Nyarko, Marijana [2 ]
机构
[1] Univ Pristina, Fac Tech Sci, Knjaza Milosa 7, Kosovska Mitrovica 38220, Serbia
[2] Josip Juraj Strossmayer Univ Osijek, Fac Civil Engn, Vladimira Preloga 3, Osijek 31000, Croatia
[3] Josip Juraj Strossmayer Univ Osijek, Fac Elect Engn Comp Sci & Informat Technol, Kneza Trpimira 2B, Osijek 31000, Croatia
关键词
self-compacting rubberized concrete; compressive strength; machine learning; artificial neural networks; regression tree ensembles; support vector regression; Gaussian process regression; MECHANICAL CHARACTERISTICS; HARDENED PROPERTIES; NEURAL-NETWORK; FRESH; PREDICTION; BEHAVIOR;
D O I
10.3390/ma14154346
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This paper gives a comprehensive overview of the state-of-the-art machine learning methods that can be used for estimating self-compacting rubberized concrete (SCRC) compressive strength, including multilayered perceptron artificial neural network (MLP-ANN), ensembles of MLP-ANNs, regression tree ensembles (random forests, boosted and bagged regression trees), support vector regression (SVR) and Gaussian process regression (GPR). As a basis for the development of the forecast model, a database was obtained from an experimental study containing a total of 166 samples of SCRC. Ensembles of MLP-ANNs showed the best performance in forecasting with a mean absolute error (MAE) of 2.81 MPa and Pearson's linear correlation coefficient (R) of 0.96. The significantly simpler GPR model had almost the same accuracy criterion values as the most accurate model; furthermore, feature reduction is easy to combine with GPR using automatic relevance determination (ARD), leading to models with better performance and lower complexity.
引用
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页数:25
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