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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  2020, Vol. 14 Issue (6): 1316-1330   https://doi.org/10.1007/s11709-020-0646-z
  本期目录
Deep learning model for estimating the mechanical properties of concrete containing silica fume exposed to high temperatures
Harun TANYILDIZI1(), Abdulkadir ŞENGÜR2, Yaman AKBULUT2, Murat ŞAHİN1
1. Faculty of Technology, Department of Civil Engineering, Firat University, Elazig 23100, Turkey
2. Faculty of Technology, Department of Electrical-Electronics Engineering, Firat University, Elazig 23100, Turkey
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Abstract

In this study, the deep learning models for estimating the mechanical properties of concrete containing silica fume subjected to high temperatures were devised. Silica fume was used at concentrations of 0%, 5%, 10%, and 20%. Cube specimens (100 mm × 100 mm × 100 mm) were prepared for testing the compressive strength and ultrasonic pulse velocity. They were cured at 20°C±2°C in a standard cure for 7, 28, and 90 d. After curing, they were subjected to temperatures of 20°C, 200°C, 400°C, 600°C, and 800°C. Two well-known deep learning approaches, i.e., stacked autoencoders and long short-term memory (LSTM) networks, were used for forecasting the compressive strength and ultrasonic pulse velocity of concrete containing silica fume subjected to high temperatures. The forecasting experiments were carried out using MATLAB deep learning and neural network tools, respectively. Various statistical measures were used to validate the prediction performances of both the approaches. This study found that the LSTM network achieved better results than the stacked autoencoders. In addition, this study found that deep learning, which has a very good prediction ability with little experimental data, was a convenient method for civil engineering.

Key wordsconcrete    high temperature    strength properties    deep learning    stacked auto-encoders    LSTM network
收稿日期: 2019-07-05      出版日期: 2021-01-12
Corresponding Author(s): Harun TANYILDIZI   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2020, 14(6): 1316-1330.
Harun TANYILDIZI, Abdulkadir ŞENGÜR, Yaman AKBULUT, Murat ŞAHİN. Deep learning model for estimating the mechanical properties of concrete containing silica fume exposed to high temperatures. Front. Struct. Civ. Eng., 2020, 14(6): 1316-1330.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-020-0646-z
https://academic.hep.com.cn/fsce/CN/Y2020/V14/I6/1316
chemical compositions and physical properties Portland cement olivine silica fume
SiO2 (%) 21.12 42 91.0
Al2O3 (%) 5.62 0.5 0.58
Fe2O3 (%) 3.24 7 0.24
CaO (%) 62.94 0.05 0.71
MgO (%) 2.73 48 0.33
LOI (%) 1.42 1.84
specific surface area (cm2/g) 3430
particle size <45 mm (96.5%)
specific gravity (g/cm3) 3.10 3.3 2.2
Tab.1  
designation of mixture cement (kg/m3) silica fume (kg/m3) W/C super-plasticizer (kg/m3) aggregates 0–3 mm (kg/m3) aggregates 3–8 mm (kg/m3)
S0 400 0.55 4.8 1259 687
S5 380 20 0.55 4.8 1255 685
S10 360 40 0.55 4.8 1250 682
S20 320 80 0.55 4.8 1239 676
Tab.2  
Fig.1  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
Fig.14  
Fig.15  
Fig.16  
item first experiment (60-40) second experiment (70-30) third experiment (80-20)
MSE 0.0713 0.0417 0.0322
PSNR 59.5991 61.9296 63.0554
R-value 0.9349 0.9561 0.9565
MAPE 10.7343 4.1052 3.8593
Tab.3  
item first experiment (60-40) second experiment (70-30) third experiment (80-20)
MSE 0.0250 0.0149 0.0110
PSNR 64.1514 66.4000 75.0843
R-value 0.9761 0.9834 0.9842
MAPE 7.4453 6.0586 5.8039
Tab.4  
item first experiment (60-40) second experiment (70-30) third experiment (80-20)
MSE 0.0620 0.0418 0.0288
PSNR 59.2055 61.9193 63.5427
R-value 0.9332 0.9319 0.9760
MAPE 10.4899 9.0691 8.7020
Tab.5  
item first experiment (60-40) second experiment (70-30) third experiment (80-20)
MSE 0.0155 0.0117 0.0109
PSNR 66.2263 67.8183 69.6375
R-value 0.9797 0.9889 0.9924
MAPE 8.6751 8.4446 8.1583
Tab.6  
item the computational times (s)
DNN LSTM
CS (third experiment) 54.23 (19 Epochs) 334 (800 Epochs)
UPV (third experiment) 51.12 (17 Epochs) 341 (800 Epochs)
Tab.7  
Fig.17  
Fig.18  
Fig.19  
Fig.20  
Fig.21  
Fig.22  
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