稻壳掺灰混凝土抗压强度的神经网络预测及评价

IF 0.5 Q4 ENGINEERING, MULTIDISCIPLINARY
C. Ngandu
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引用次数: 2

摘要

掺入稻壳灰等农业废弃物的混凝土建模可能会提高绿色混凝土的利用率和可持续建筑材料的应用。本文采用人工神经网络(ANNs)作为各种预测方法之一,对稻壳灰(RHA)胶凝材料掺合混凝土的抗压强度预测进行了评价。这项研究是基于以前的各种实验研究。使用了来自15项先前研究的72个RHA数据集的文献综述,并对其进行了ANNs模型研究,学习率为0.06,具有tanh激活函数。考虑了四(4)个输入变量,即:-超塑化剂或减水剂与对照的变化(%)、水与粘结剂的比例、RHA的百分比和对照抗压强度。输出变量为RHA胶凝材料掺入混凝土的抗压强度。选择在隐藏层中有15个神经元的ANN,其均方根误差(RMSE)、绝对方差因子(R2)、平均绝对误差(MAE)和平均绝对百分比误差(MAPE)的总体值分别为5.10MPa、0.99、3.81MPa和9.73%,MAE和MAPE分别在3.98MPa-6.56MPa、0.98-0.99、3.44MPa-4.94MPa和9.19%-12.41%之间。通常,预测数据集和原始数据集都表明,与对照强度相比,掺入5-10%和15-30%RHA的胶结材料混凝土的强度值分别较高和较低。考虑到该研究利用了来自不同来源的数据,并且具有广泛的混凝土强度,所选的ANN显示出相对良好的性能。该研究提供了一个指标,表明机器学习技术可以准确预测绿色混凝土强度。基于模型性能,混凝土中RHA胶凝材料的百分比和其他3个输入变量对混凝土强度有显著影响。未来应进行研究,以预测特定混凝土类别的绿色混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of Compressive Strengths for Rice Husks Ash incorporated concrete, Using Neural Network and Reviews
Modelling of concrete that incorporates agricultural wastes such as rice husk ash (RHA) could potentially enhance utilization of green concrete and application of sustainable construction materials. This paper evaluations compressive strength prediction for rice husk ash (RHA) cementitious material incorporated concrete using artificial neural networks (ANNs) one of the various prediction methods.  The research is based on various previous experimental studies.Literature reviews of 72 datasets for RHA incorporated concrete from 15 previous researches, were used and subjected to ANNs models, having learning rate of 0.06 with tanh activation functions. Four(4) input variables were considered, namely:- superplasticizer or water reducers variation from control (%), water to binder ratio, percentage of RHA and control compressive strengths. Output variable was compressive strength of RHA cementitious material incorporated concrete. The ANN with 15 neurons in the hidden layer was selected and indicated overall values of 5.10MPa, 0.99, 3.81MPa and 9.73% for the root mean square error (RMSE), absolute factor of variance (R2), mean absolute error (MAE) and mean absolute percentage error (MAPE) respectively and for individual training, validation/checking and testing datasets, the RMSE, R2, MAE and MAPE ranging between 3.98MPa-6.56MPa, 0.98-0.99, 3.44MPa-4.94MPa and 9.19%-12.41% respectively. Generally, both predicted and original dataset, indicated higher and lower strength values for 5-10% and 15-30% RHA incorporated cementitious material concrete respectively compared to the control strengths.Considering that the study utilized data from different sources and with a wide range of concrete strengths the selected ANN showed relatively good performance. The study provides an indicator that machine learning techniques could accurately predict green concrete strength. Based on model performance the percentage RHA cementitious materials in concrete and the other 3 input variable had a significant impact on concrete strengths. Future research should be conducted to predict green concrete focused on particular concrete class.
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来源期刊
Revista Iteckne
Revista Iteckne ENGINEERING, MULTIDISCIPLINARY-
自引率
50.00%
发文量
3
审稿时长
24 weeks
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