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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2022, Vol. 16 Issue (8): 990-1002   https://doi.org/10.1007/s11709-022-0864-7
  本期目录
A hybrid machine learning model to estimate self-compacting concrete compressive strength
Hai-Bang LY1, Thuy-Anh NGUYEN1, Binh Thai PHAM1, May Huu NGUYEN1,2
1. Civil Engineering Department, University of Transport Technology, Hanoi 100000, Vietnam
2. Civil and Environmental Engineering Program, Graduate School of Advanced Science and Engineering, Hiroshima University, Hiroshima 739-8527, Japan
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Abstract

This study examined the feasibility of using the grey wolf optimizer (GWO) and artificial neural network (ANN) to predict the compressive strength (CS) of self-compacting concrete (SCC). The ANN-GWO model was created using 115 samples from different sources, taking into account nine key SCC factors. The validation of the proposed model was evaluated via six indices, including correlation coefficient (R), mean squared error, mean absolute error (MAE), IA, Slope, and mean absolute percentage error. In addition, the importance of the parameters affecting the CS of SCC was investigated utilizing partial dependence plots. The results proved that the proposed ANN-GWO algorithm is a reliable predictor for SCC’s CS. Following that, an examination of the parameters impacting the CS of SCC was provided.

Key wordsartificial neural network    grey wolf optimize algorithm    compressive strength    self-compacting concrete
收稿日期: 2022-02-15      出版日期: 2022-12-02
Corresponding Author(s): May Huu NGUYEN   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2022, 16(8): 990-1002.
Hai-Bang LY, Thuy-Anh NGUYEN, Binh Thai PHAM, May Huu NGUYEN. A hybrid machine learning model to estimate self-compacting concrete compressive strength. Front. Struct. Civ. Eng., 2022, 16(8): 990-1002.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-022-0864-7
https://academic.hep.com.cn/fsce/CN/Y2022/V16/I8/990
Fig.1  
variableunitroleminmeanmax*StDrange
W/B?input0.260.370.4516.585960
Ckginput590742.63935121.809345
P%input028.7600.060.19
Fkginput656852.8103889.931382
Dmminput480660.588056.108330
Bkginput370523.473371.221363
V-funnel test?input1.957.7519.23.84417.2
SPkginput0.74821.844.66921.1
L-box?input0.60.8610.09350.4
CSMPaoutput10.248.2286.817.55569.8
Tab.1  
Fig.2  
Fig.3  
minQ25Q50Q75maxaverage*StD**CV
Rtrain0.9320.9550.9600.9640.9770.9590.0060.666
Rtest0.8810.9120.9190.9260.9530.9180.0111.230
IAtrain0.9640.9760.9790.9810.9880.9790.0030.351
IAtest0.9360.9530.9570.9610.9750.9570.0060.634
Slopetrain0.8700.9090.9170.9250.9490.9170.0121.283
Slopetest0.8610.9320.9510.9691.0490.9510.0282.974
RMSEtrain3.8904.8165.0875.3666.5755.0990.3907.649
RMSEtest5.0176.3016.5816.8728.2846.5940.4456.756
MAEtrain3.1313.9094.1524.3785.2964.1500.3438.265
MAEtest3.9864.9915.2195.4686.3625.2380.3546.755
MAPEtrain6.9169.0209.51810.01612.3589.5190.7427.796
MAPEtest9.14911.64612.22812.74614.84512.2140.8346.824
Tab.2  
Fig.4  
Fig.5  
criteriaRIASlopeRMSE (MPa)MAE (MPa)MAPE (%)
training data0.9510.9740.9045.1324.1129.293
testing data0.9400.9690.965.5154.42710.2
Tab.3  
Fig.6  
Fig.7  
Fig.8  
modeldatasetdescriptionRMSE(MPa)MAE(MPa)RMAPE(%)
ANN-GWOtraining21 neurons, one hidden layer, GWO optimization, 500 epochs,5.1324.1120.9519.293
testing5.5154.4270.94010.200
ANNtraining21 neurons, one hidden layer, relu activation function, LGBFS solver, 1000 epochs,6.0954.5330.93510.497
testing8.8726.4440.85914.457
SVRtrainingLinear Kernel, zero independent term for Kernel, Regularization parameter = 1, epsilon-SVR model = 0.1,8.6355.9130.86813.0
testing9.2647.3750.84514.658
KNNtrainingNeighbors = 5, uniform weights, leaf size = 30, algorithm = automatic,6.7194.9790.92210.809
testing8.4237.2100.87414.368
DTtrainingMax depth = None, min split = 2, min leaf = 1, max leaf at node = 2,0.000.001.000.00
testing7.8915.7970.89012.461
ELMtrainingNeurons = 21, activation function sigmoid,11.3359.0450.75921.22
testing12.94310.2410.66520.745
Tab.4  
variable0%10%20%30%40%60%70%80%90%100%
W/B5845372417?4?11?18?20?29
C?60?40?29?20?10315192245
P39211784?5?9?16?20?25
F?9?8?5?4?2135723
D?23?8?4?3?1124516
B?8.5?8?4?3?1124618
V-funnel?8?6?5?3?2124817
SP?7?5?4?3?1123717
L-box10.50.30.20.1?0.01?0.06?0.07?0.08?0.1
Tab.5  
Fig.9  
Fig.10  
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