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Effect of porosity on predicting compressive and flexural strength of cement mortar containing micro and nano-silica by ANN and GEP

机译:孔隙率对ANN和GEP预测含微纳米二氧化硅水泥砂浆抗压和抗折强度的影响

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The aim of this study is to evaluate the effect of porosity on mechanical properties of cement mortar containing micro and nano silica in two aspects of experimentation and modeling of prediction. For this purpose, 32 mix designs were considered with various replacement percentages of nano silica (Ns) and micro silica (Ms) in forms of alone and together. The microstructure effect of Ns and Ms on the mechanical properties of cement mortar was investigated by Field Emission Scanning Electron Microscopy (FESEM) analysis. Moreover, Artificial Neural Network (ANN) and Genetic Expression Program (GEP) models are presented to predict the compressive and flexural strengths of cement mortar by focusing on the effect of porosity in models. So, a comparative probe was carried out on two statuses. Once, porosity wasn't considered as input parameter, and, in the next step, it was considered as input parameter in developing ANN-I or GEP-1 and ANN-II or GEP-II models, respectively, in order to specify the sensitivity of the models to select the proper input parameters for accurate prediction. The results showed that the use of simultaneous Ns and Ms led to a decrease in the porosity and an increase in the flexural and compressive strengths. This is due to the synergistic effect on the microstructure of cement paste. The current modeling results showed that the ANN-II and GEP-II models have higher accuracy in the prediction of mechanical properties considering porosity as an influential input parameter. Moreover, the validation of proposed models was evaluated with the help of a collection of previous literature. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项研究的目的是在实验和预测建模两个方面评估孔隙率对含微纳米二氧化硅的水泥砂浆力学性能的影响。为此,考虑了32种混合设计,其中纳米二氧化硅(Ns)和微米二氧化硅(Ms)的各种替代百分比形式单独或一起存在。通过场发射扫描电子显微镜(FESEM)分析研究了Ns和Ms对水泥砂浆力学性能的微观影响。此外,提出了人工神经网络(ANN)和遗传表达程序(GEP)模型,通过关注模型中的孔隙率效应来预测水泥砂浆的抗压强度和抗弯强度。因此,对两种状态进行了比较调查。曾经,孔隙度不被视为输入参数,在下一步中,分别在开发ANN-I或GEP-1和ANN-II或GEP-II模型时将其视为输入参数,以便指定模型的敏感性,以选择适当的输入参数以进行准确的预测。结果表明,同时使用Ns和Ms导致孔隙率降低,抗弯强度和抗压强度增加。这是由于对水泥浆的微观结构具有协同作用。当前的建模结果表明,以孔隙度为影响输入参数的ANN-II和GEP-II模型在预测机械性能方面具有更高的精度。此外,借助一系列先前的文献对所提出模型的有效性进行了评估。 (C)2019 Elsevier Ltd.保留所有权利。

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