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Prediction of the effect of varying cure conditions and w/c ratio on the compressive strength of concrete using artificial neural networks

机译:使用人工神经网络预测不同养护条件和水灰比对混凝土抗压强度的影响

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The present study aims at developing an artificial neural network (ANN) to predict the compressive strength of concrete. A data set containing a total of 72 concrete samples was used in the study. The following constituted the concrete mixture parameters: two distinct w/c ratios (0.63 and 0.70), three different types of cements and three different cure conditions. Measurement of compressive strengths was performed at 3, 7, 28 and 90 days. Two different ANN models were developed, one with 4 input and 1 output layers, 9 neurons and 1 hidden layer, and the other with 5, 6 neurons, 2 hidden layers. For the training of the developed models, 60 experimental data sets obtained prior to the process were used. The 12 experimental data not used in the training stage were utilized to test ANN models. The researchers have reached the conclusion that ANN provides a good alternative to the existing compressive strength prediction methods, where different cements, ages and cure conditions were used as input parameters.
机译:本研究旨在开发一种人工神经网络(ANN)来预测混凝土的抗压强度。研究中使用了总共​​包含72个混凝土样品的数据集。以下构成了混凝土的混合参数:两种不同的水灰比(0.63和0.70),三种不同类型的水泥和三种不同的固化条件。在3、7、28和90天进行抗压强度的测量。开发了两个不同的人工神经网络模型,一个具有4个输入层和1个输出层,9个神经元和1个隐藏层,另一个具有5个,6个神经元和2个隐藏层。为了训练开发的模型,使用了在该过程之前获得的60个实验数据集。训练阶段未使用的12个实验数据被用于测试ANN模型。研究人员得出的结论是,人工神经网络可以替代现有的抗压强度预测方法,该方法将不同的水泥,年龄和固化条件用作输入参数。

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