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Published on: January 5, 2024
Improved prediction accuracy for compressive strength of recycled aggregate concrete using optimization-based
Xiaoguang Zhou1, Jian Zhou2, Joy P Ohl3
1State Key Laboratory of Precision Blasting, Jianghan University, Wuhan, 430056, China; Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan, 430056, China.
This study introduces an Elite Single Genetic Optimization Algorithm-based Cascade Forward Neural Network (ESGA-CFNN) model to accurately predict the compressive strength of recycled aggregate concrete (RAC). The ESGA-CFNN model demonstrates superior performance, enhancing sustainable construction practices.
Area of Science:
- Materials Science and Engineering
- Civil Engineering
- Computational Intelligence
Background:
- Sustainable construction necessitates accurate prediction of recycled aggregate concrete (RAC) properties.
- Traditional methods for predicting compressive strength (CS) in RAC may lack accuracy and generalization.
- Optimization algorithms can enhance the performance of predictive models for concrete properties.
Purpose of the Study:
- To develop and evaluate a data-driven model for predicting the compressive strength (CS) of recycled aggregate concrete (RAC).
- To compare the performance of an Elite Single Genetic Optimization Algorithm-based Cascade Forward Neural Network (ESGA-CFNN) with other optimization-based neural network models.
- To assess the practical applicability of the developed models for quality control and mix design optimization in RAC production.
Main Methods:
- Development of an ESGA-CFNN model using 272 RAC samples with key parameters: water-to-cement ratio (WCR), water absorption (WA), aggregate densities, and water-to-total material ratio (WTMR).
- Comparative analysis with Particle Swarm Optimization-based CFNN (PSO-CFNN) and Artificial Bee Colony-based CFNN (ABC-CFNN) models.
- Utilized K-fold cross-validation for model development to prevent overfitting and practical validation with 6 RAC samples.
Main Results:
- The ESGA-CFNN model achieved superior performance with a root-mean-squared error (RMSE) of 1.144, R-squared (R²) of 0.991, and an a₁₀-index of 1.000.
- Comparative models showed slightly lower performance: ABC-CFNN (RMSE=1.434, R²=0.987, a₁₀-index=0.982) and PSO-CFNN (RMSE=1.561, R²=0.984, a₁₀-index=0.982).
- Practical validation confirmed the real-world applicability and effectiveness of the proposed models.
Conclusions:
- The ESGA-CFNN model is a highly effective tool for predicting the compressive strength of RAC, crucial for quality control.
- This novel hybrid approach offers enhanced predictive accuracy and generalization capabilities compared to traditional methods.
- The findings support optimizing RAC mix designs for cost reduction, sustainability, and meeting construction standards.
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