Predicting the flexural strength of 3D-printed geopolymer reinforced concrete using machine learning techniques

Both geopolymer concrete and 3D printing are innovative trends in construction materials science. This study investigates the prediction of 3D printed geopolymer reinforced concrete due to lack of information and studies on the prediction of 3D printed geopolymer reinforced concrete. This study investigated for the first time the flexural strength of 3D printed reinforced concrete through compressive strength with concrete mix design. Rigid, Lasso, elastic net, random forest, gradient boosting, decision tree, support vector machine regression and k-nearest neighbor are examined in this study. Considering to this study, compressive strength and flexural strength have more than 0.97 relationship. Moreover, the best result was for gradient boosting, random forest and k-nearest neighbor with 0.85 and 0.89. © M. Hematibahar, M. Kharun, R.S. Fediuk, N.I. Vatin, M.G. Porvadov, L.S. Sabitov, 2025.

Авторы
Hematibahar Mohammad 1 , Kharun Makhmud I. 2 , Fediuk Roman Sergeevich 3, 4 , Vatin Nikolai Ivanovich 5 , Porvadov Maxim 6 , Sabitov Linar S. 2
Издательство
Institute for Problems in Mechanical Engineering, Russian Academy of Sciences
Номер выпуска
4
Язык
English
Страницы
22-34
Статус
Published
Том
53
Год
2025
Организации
  • 1 Department of Architecture, RUDN University, Moscow, Moscow Oblast, Russian Federation
  • 2 Moscow State University of Civil Engineering, Moscow, Russian Federation
  • 3 Far Eastern Federal University, Vladivostok, Russian Federation
  • 4 Vladivostok State University, Vladivostok, Russian Federation
  • 5 Peter the Great St. Petersburg Polytechnic University, Saint Petersburg, Russian Federation
  • 6 Perm Military Institute of National Guard Troops of the Russian Federation, Perm, Russian Federation
Ключевые слова
3D printing concrete; 3D printing reinforced concrete; auxetic; geopolymer; prediction
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