Sustainable optimization of concrete strength properties using artificial neural networks: a focus on mechanical performance

被引:0
|
作者
Manan, Aneel [1 ]
Pu, Zhang [1 ]
Majdi, Ali [2 ]
Alattyih, Wael [3 ]
Elagan, S. K. [4 ]
Ahmad, Jawad [5 ]
机构
[1] Zhengzhou Univ, Sch Civil Engn, Zhengzhou 450001, Peoples R China
[2] Al Mustqbal Univ, Dept Bldg & Construct Tech Engn, Babylon 5100, Iraq
[3] Qassim Univ, Coll Engn, Dept Civil Engn, Buraydah 51452, Saudi Arabia
[4] Taif Univ, Coll Sci, Dept Math & Stat, Taif 21944, Saudi Arabia
[5] Natl Univ Sci & Technol, Sch Civil Engn, Islamabad 44000, Pakistan
关键词
RECYCLED POWDER; COARSE AGGREGATE; CEMENT; PREDICTION; WASTE;
D O I
10.1088/2053-1591/adb003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, a comprehensive dataset containing 358 data points was collected from the literature, focusing on the compressive strength, split tensile strength, and modulus of elasticity of concrete made with recycled concrete aggregate (RCA). An Artificial Neural Network was used machine to predict mechanical properties of RCA concrete. Furthermore, K-fold cross validation was utilized to validate the model's reliability, and sensitivity analysis was performed to identify the most influential input parameters among the independent variables. The model demonstrated strong performance during training, achieving R2 values of 0.93 for compressive strength, 0.92 for split tensile strength, and 0.99 for modulus of elasticity with corresponding RMSE of 2.55, 3.85, and 0.37, respectively. The MAE and MAPE values during training were 0.68 and 0.03 for compressive strength, 0.71 and 0.03 for split tensile strength, and 0.08 and 0.01 for modulus of elasticity, respectively. Testing results revealed R2 values of 0.75 for compressive strength, 0.78 for split tensile strength, and 0.67 for modulus of elasticity, with RMSE values of 8.57, 5.03, and 3.83, respectively. Moreover, the sensitivity analysis indicated that the cement percentage and water-to-cement ratio were the main input parameters which significantly influence RCA concrete strength.
引用
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页数:17
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