Comparison of machine learning techniques to predict the compressive strength of concrete and considerations on model generalization.
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2022
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The compressive strength of concrete is an essential property to ensure the safety of a concrete
structure. However, estimating this value is usually a laborious and uncertain process since the mix design is
based on empirical methods and its confirmation in the laboratory demands time and resources. In this context,
this work aims to evaluate Machine Learning (ML) models to predict the compressive strength of concrete
from its constituents. For this purpose, a dataset from the literature was used as input to four ML models:
Extreme Gradient Boosting (XGBoost), Support Vector Regression (SVR), Artificial Neural Networks
(ANN) and Gaussian Process Regression (GPR). The accuracy of the models was evaluated through 10-fold
cross-validation, and quantified by R2
, Mean Absolute Error (MAE), and Root-Mean-Square Error (RMSE)
metrics. Subsequently, a new dataset was put together with mixtures from the literature and used to validate
the previous models. In the model creation step, all algorithms obtained similar and positive results, with
MAE between 1.96-2.26 MPa and R2 varying from 0.79 to 0.83. However, in the validation step, the accuracy
of the models dropped sharply, with MAE growing to 3.04-4.04 MPa and R2 decreasing to 0.37-0.59. ANN
and GPR showed the best results, while SVR had the worst predictions. This work showed that ML tools are
promising techniques to predict the compressive strength of concrete. However, care must be taken with the
input data to guarantee that models are not overfitted to a given region, set of materials, or type of concrete.
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Concrete mix design, Generalization ability, Concrete database
Citação
PAIXÃO, R. C. F. da. et al. Comparison of machine learning techniques to predict the compressive strength of concrete and considerations on model generalization. IBRACON Estrutura Materiais, v. 15, n. 5, 2022. Disponível em: <https://www.scielo.br/j/riem/a/5cnprbFfctmjGpnLnBkVtDS/>. Acesso em: 29 abr. 2022.