Prediction of the Compressive Strength of Vibrocentrifuged Concrete Using Machine Learning Methods

Author:

Beskopylny Alexey N.1ORCID,Stel’makh Sergey A.2ORCID,Shcherban’ Evgenii M.3ORCID,Mailyan Levon R.2,Meskhi Besarion4ORCID,Razveeva Irina2,Kozhakin Alexey25,Pembek Anton6,Elshaeva Diana2,Chernil’nik Andrei2ORCID,Beskopylny Nikita7

Affiliation:

1. Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, 344003 Rostov-on-Don, Russia

2. Department of Unique Buildings and Constructions Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia

3. Department of Engineering Geology, Bases, and Foundations, Don State Technical University, 344003 Rostov-on-Don, Russia

4. Department of Life Safety and Environmental Protection, Faculty of Life Safety and Environmental Engineering, Don State Technical University, 344003 Rostov-on-Don, Russia

5. OOO VDK, SKOLKOVO, Bolshoi Boulevard, 42, 121205 Moscow, Russia

6. Chair of Quantum Statistics and Field Theory, Faculty of Physics, Lomonosov Moscow State University, Leninskiye Gory, 1, 119991 Moscow, Russia

7. Department Hardware and Software Engineering, Faculty of IT-Systems and Technology, Don State Technical University, 344003 Rostov-on-Don, Russia

Abstract

The determination of mechanical properties for different building materials is a highly relevant and practical field of application for machine learning (ML) techniques within the construction sector. When working with vibrocentrifuged concrete products and structures, it is crucial to consider factors related to the impact of aggressive environments. Artificial intelligence methods can enhance the prediction of vibrocentrifuged concrete properties through the use of specialized machine learning algorithms for materials’ strength determination. The aim of this article is to establish and evaluate machine learning algorithms, specifically Linear Regression (LR), Support Vector Regression (SVR), Random Forest (RF), CatBoost (CB), for the prediction of compressive strength in vibrocentrifuged concrete under diverse aggressive operational conditions. This is achieved by utilizing a comprehensive database of experimental values obtained in laboratory settings. The following metrics were used to analyze the accuracy of the constructed regression models: Mean Absolute Error (MAE), Mean Squared Error (MSE), Root-Mean-Square Error (RMSE), Mean Absolute Percentage Error (MAPE) and coefficient of determination (R2). The average MAPE in the range from 2% (RF, CB) to 7% (LR, SVR) allowed us to draw conclusions about the possibility of using “smart” algorithms in the development of compositions and quality control of vibrocentrifuged concrete, which ultimately entails the improvement and acceleration of the construction and building materials manufacture. The best model, CatBoost, showed MAE = 0.89, MSE = 4.37, RMSE = 2.09, MAPE = 2% and R2 = 0.94.

Funder

Russian Science Foundation

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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