Abstract
This work develops single multitarget regression models that predict compressive strength and non-steady-state chloride migration coefficients (Dnssm) of concrete simultaneously using machine learning algorithms. The data for this study are obtained from research projects and internationally published articles. Following data preprocessing, the compressive strength ranged from 21 to 80 MPa, while the Dnssm ranged from 1.57 to 31.30 × 10−12 m2/s. The algorithms used are five decision tree-based ensemble methods: bagging, random forest, AdaBoost, Gradient boosting, and XGBoost. In the development of the models, two scenarios are considered. Scenario 1 employs the default hyperparameter settings, while Scenario 2 employs hyperparameters chosen from among those identified through training single-target models. The performance evaluation results confirm that Gradient boosting is the best performing algorithm and Scenario 2 is the most appropriate modeling strategy for the considered dataset. It predicts compressive strength with (MAE = 6.683, MSE = 83.369, and RMSE = 9.131) and Dnssm with (MAE = 1.363, MSE = 3.712, and RMSE = 1.927). The potential of the developed multitarget model to design concrete with the intended strength and Dnssm is supported by its remarkable generalization ability. However, in order to ensure the model's versatility, it is necessary to improve it by incorporating comprehensive datasets that include a broad range of concrete properties.
Original language | English |
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Article number | 106523 |
Journal | Journal of Building Engineering |
Volume | 72 |
DOIs | |
Publication status | Published - Aug 2023 |
MoE publication type | A1 Journal article-refereed |
Keywords
- Chloride penetration
- Compressive strength
- Concrete
- Durability
- Machine learning
- Model
- Multitarget
- Regression