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Regression and ANN models for durability and mechanical characteristics of waste ceramic powder high performance sustainable concrete

机译:废旧陶瓷粉高性能可持续混凝土耐久性和机械特性的回归和机械特性

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摘要

There is a growing interest in the use of by-product materials such as ceramics as alternative materials in construction. The aim of this study is to investigate the mechanical properties and durability of sustainable concrete containing waste ceramic powder (WCP), and to predict the results using artificial neural network (ANN). In this order, different water to binder (W/B) ratios of 0.3, 0.4, and 0.5 were considered, and in each W/B ratio, a percentage of cement (between 5-50%) was replaced with WCP. Compressive and tensile strengths, water absorption, electrical resistivity and rapid chloride permeability (RCP) of the concrete specimens having WCP were evaluated by related experimental tests. The results showed that by replacing 20% of the cement by WCP, the concrete achieves compressive and tensile strengths, more than 95% of those of the control concrete, in the long term. This percentage increases with decreasing W/B ratio. In general, by increasing the percentage of WCP replacement, all durability parameters are significantly improved. In order to validate and suggest a suitable tool for predicting the characteristics of the concrete, ANN model along with various multivariate regression methods were applied. The comparison of the proposed ANN with the regression methods indicates good accuracy of the developed ANN in predicting the mechanical properties and durability of this type of concrete. According to the results, the accuracy of ANN model for estimating the durability parameters did not significantly follow the number of hidden nodes.
机译:在施工中使用诸如陶瓷的副产物材料,越来越感兴趣。本研究的目的是探讨含有废陶瓷粉末(WCP)的可持续混凝土的机械性能和耐久性,并使用人工神经网络(ANN)预测结果。在该顺序中,考虑不同的水(W / B)比例为0.3,0.4和0.5,并且在每个w / b的比例中,用WCP替换水泥的百分比(5-50%)。通过相关的实验试验评估具有WCP的混凝土样本的压缩和拉伸强度,吸水,电阻率和氯化物渗透率(RCP)。结果表明,通过WCP替换20%的水泥,长期将达到压缩和拉伸强度,超过95%的控制混凝土。这种百分比随着W / B比率的降低而增加。通常,通过增加WCP更换的百分比,所有耐用性参数都显着提高。为了验证并提出用于预测混凝土特性的合适工具,应用了ANN模型以及各种多元回归方法。拟议的ANN与回归方法的比较表明,在预测这种类型的混凝土的机械性能和耐久性方面发达的ANN的良好精度。根据结果​​,用于估计耐用性参数的ANN模型的准确性没有显着遵循隐藏节点的数量。

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