Development of deep neural network model to predict the compressive strength of rubber concrete

•A deep neural network model (DNN) is developed to predict the compressive strength of rubber concrete.•The database construction procedure focuses on the choice of different input parameters in the input space.•The compressive strength specimen type is considered as input parameter.•The accuracy of...

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Veröffentlicht in:Construction & building materials 2021-09, Vol.301, p.124081, Article 124081
Hauptverfasser: Ly, Hai-Bang, Nguyen, Thuy-Anh, Thi Mai, Hai-Van, Tran, Van Quan
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Sprache:eng
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Zusammenfassung:•A deep neural network model (DNN) is developed to predict the compressive strength of rubber concrete.•The database construction procedure focuses on the choice of different input parameters in the input space.•The compressive strength specimen type is considered as input parameter.•The accuracy of the proposed DNN model reaches an outstanding value.•Alternative possibilities for the input space are discussed from a practical engineering point of view. This paper presents an innovative development process of a Deep Neural Network model to predict the compressive strength of rubber concrete. To this goal, a rubber concrete database is carefully constructed, incorporating a set of binder, aggregate, and other related concrete variables as input parameters, whereas the compressive strength is considered as output. The development of the DNN model includes extensive analysis of the number of hidden layers and the neurons in each layer, combining with a statistical investigation of the models' prediction outputs. The results show that the DNN model outperforms other neural network structures according to several well-known performance indices, such as coefficient of determination, root mean square error, and mean absolute error. The proposed DNN model also exhibits higher prediction accuracy than previously published results, using different machine learning algorithms in the literature. A sensitivity analysis using partial dependence plots is performed within the DNN algorithm in order to achieve an in-depth examination of the influence of each single input variable on the predicted compressive strength of rubber concrete. Finally, the possibility of using other input variables is given to pave the way for applications in regular, high strength, or light-weight foamed concrete containing rubber particles.
ISSN:0950-0618
DOI:10.1016/j.conbuildmat.2021.124081