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首页> 外文期刊>Journal of Structural Engineering >Prediction of SIFCON compressive strength using neural networks and curve fitting model
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Prediction of SIFCON compressive strength using neural networks and curve fitting model

机译:使用神经网络和曲线拟合模型预测SiFCon抗压强度

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摘要

This paper presents the results of experimental investigation conducted to evaluate the possibilities of adopting Levenberg Marquardt (LM) based Artificial Neural Network (ANN) to predict the compressive strength of SIFCON (made with manufactured sand) with different percentage fibre fractions (8%, 10% and 12%) and different curing periods (7, 14, 21, 28,35,42,49, 56, 63, 70, 77,84, 91 and 98 days) as input vectors. The network has been trained with experimental data obtained from laboratory experimentation. The Artificial Neural Network learned the relationship for predicting the compressive strength of Slurry Infiltrated Fibrous concrete (SIFCON) in 400 training epochs. The input vector considered for the LM training phase includes curing periods of SIFCON concrete, fibre configuration, number of neurons, learning rate, momentum and activation functions. After successful learning, the LM based ANN models predicted the compressive strength satisfying all the constraints with an accuracy of about 95%. Results of LM algorithm are compared with the polynomial curve fitting method. Research results demonstrate that the proposed LM based ANN model is practical, predicts with high accuracy and beneficial. The various stages involved in the development of Levenberg Marquardt based Neural Network models are enumerated in brief in this paper.
机译:本文介绍了实验研究的结果,以评估采用基于Levenberg Marquardt(LM)的人工神经网络(ANN)的可能性,以预测具有不同百分比纤维级分的SiFCon(制造的沙子)的抗压强度(8%,10 %和12%)和不同的固化时段(7,14,21,28,35,42,49,56,63,70,77,84,91和98天)作为输入载体。该网络已经接受了从实验室实验获得的实验数据培训。人工神经网络学到了400训练时期预测浆料渗透纤维混凝土(SIFCON)的抗压强度的关系。考虑了LM训练阶段的输入向量包括SIFCON混凝土,光纤配置,神经元数,学习率,动量和激活功能的固化期。成功学习后,基于LM的ANN模型预测了满足所有约束的压缩强度,精度约为95%。 LM算法的结果与多项式曲线拟合方法进行比较。研究结果表明,所提出的基于LM的ANN模型是实用的,预测高精度和有益。本文简要列举了基于Levenberg Marquardt基于Levenberg Marquardt的神经网络模型的各个阶段。

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