Multiple AI predictive models for compressive strength of recycled aggregate concrete

被引:0
|
作者
Ebid, Ahmed M. [1 ]
Ulloa, Nestor [2 ]
Onyelowe, Kennedy C. [3 ]
Rodriguez, Maria Gabriela Zuniga [4 ]
Valle, Alexis Ivan Andrade [4 ,5 ]
Villacres, Andrea Natali Zarate [4 ]
机构
[1] Future Univ Egypt, Fac Engn, Dept Civil Engn, New Cairo, Egypt
[2] Escuela Super Politecn Chimborazo ESPOCH, Fac Mecan, Riobamba, Ecuador
[3] Kampala Int Univ, Dept Civil Engn, Kampala, Uganda
[4] Univ Nacl Chimborazo UNACH, Fac Ingn, Ingn Civil, Riobamba, Ecuador
[5] Univ Politecn Valencia, Architecture Heritage & City, Valencia, Spain
来源
COGENT ENGINEERING | 2024年 / 11卷 / 01期
关键词
Recycled aggregate concrete (RAC); greener sustainable concrete (GSC); compressive strength; intelligent models and ANN-hybrid model; ARTIFICIAL NEURAL-NETWORK; MECHANICAL-PROPERTIES; COARSE AGGREGATE; FLY-ASH; NANO-SILICA; BEHAVIOR; FINE; CONSTRUCTION; PERFORMANCE; SLUMP;
D O I
10.1080/23311916.2024.2385621
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To address the growing concerns about the environmental impact and construction costs, there has been an increasing interest in the use of recycled aggregates in concrete applications. Among the mechanical properties of concrete, compressive strength (fc) is particularly significant. This study explored the estimation of the compressive strength of recycled aggregate concrete using various machine-learning techniques. In this study, 'Genetic Programming' (GP), 'artificial neural networks' (ANN), and 'Evolutionary Polynomial Regression' (EPR) were employed to predict the 28-day compressive strength of recycled aggregate concrete. The considered predictive inputs encompass a range of factors, including cement, fine aggregate, recycled fine aggregate, coarse aggregate, recycled course aggregate, water, water-cement ratio, and superplasticizers, which produced 476 data entries. Among the models developed, the hybrid ANN-based model demonstrated superior performance compared with the other models. A rigorous assessment of the model performance was conducted through diverse statistical calculations, such as spearman correlation and internal consistency, relative importance of input parameters, sum of squared error (SSE) and the coefficient of determination designated as R-squared (R-2). To reinforce the evaluation, a Taylor diagram and marginal histogram were employed as assessment parameters. Considering the statistical error analysis, Taylor diagram, and marginal histogram, the ANN-hybrid model was capable of accurately estimating the compressive strength (fc) of recycled aggregate concrete. The adopted machine learning models have the potential to conserve material resources and reduce the technical labor involved in determining the compressive strength of recycled aggregates in concrete applications.
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页数:22
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