Abstract
This study aims to predict and model the compressive strength of self-compacting concrete (SCC) across various fly ash content ranges. The research utilized two approaches: hierarchical regression (HR) and artificial neural networks (ANN) for modeling six variables influencing the process (cement content, fly ash content, water-to-binder ratio (W/B), coarse aggregate, fine aggregate, and superplasticizer). The fly ash content varied from 0 to 60% of the total weight of cement. The findings emphasize that the compressive strength of SCC is significantly affected by all the independent variables studied, except for superplasticizer. The statistical evaluation using the Pearson correlation (R), determination coefficient (R2), Adjusted R2, Predicted R2, root mean square error (RMSE), mean square error (MSE) and mean absolute percentage error (MAPE) demonstrate that both ANN and HR are robust tools for predicting compressive strength of SCC. Additionally, the ANN and HR models show strong correlations with experimental data, with the ANN model displaying superior accuracy. As the performance indices showed, the ANN model had a higher predictive accuracy than HR. The ANN model had a higher determination coefficient (R2) of 98.51%, compared to 95.25% for HR, indicating a higher accuracy.
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Appendix A: Experimental database of self-compacting concrete
Appendix A: Experimental database of self-compacting concrete
See Table 7.
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Harith, I.K., Abbas, Z.H., Hamzah, M.K. et al. Comparison of artificial neural network and hierarchical regression in prediction compressive strength of self-compacting concrete with fly ash. Innov. Infrastruct. Solut. 9, 62 (2024). https://doi.org/10.1007/s41062-024-01367-y
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DOI: https://doi.org/10.1007/s41062-024-01367-y