基于人工神经网络的工业废弃物SCC抗压强度预测

Md. Akram Hossain, G. Islam, A. Mallick
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引用次数: 0

摘要

混凝土是世界上使用最多的建筑材料。可持续的建筑实践需要耐用的材料。一种特殊类型的混凝土在其重量下流动和固化,被称为自密实混凝土,以减少施工过程中对劳动力的依赖。由于其优异的可变形性和流动性,安装无振动,同时保持足够的粘性,处理起来没有困难。在重要的建筑工程中,对其抗压强度进行评估是必要的。人工神经网络(ANN)是一种能够预测各行业产出的预测工具。本研究评价了粉煤灰、硅灰等工业废弃物在不同龄期掺入自密实混凝土中的抗压强度。利用人工神经网络(ANN)建立了混合料成分与SCC抗压强度的非线性关系模型。将实验结果和预期结果与模型预测结果进行比较,以评估预测能力,推广生成的模型,并观察合适的匹配。所开发的人工神经网络可以预测期望的输出,即含有工业废料的抗压强度。此外,还利用参数分析方法评价了水泥、硅灰和粉煤灰w/b对自密实混凝土抗压强度的影响,表明了各种材料对自密实混凝土抗压强度的敏感性。因此,相关系数较高,为0.9835,MAPE值较小,为0.0347,RMSE值较小,为2.4503。最后,提出了一个为实际工程师和现场用户创建工具的过程,这将非常方便和快速地预测SCC的强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Compressive Strength Prediction for Industrial Waste-Based SCC Using Artificial Neural Network
Concrete is the most used construction material in the world. Sustainable construction practice demands durable material. A particular type of concrete that flows and consolidates under its weight is proposed to reduce labor dependency during construction, called self-compacting concrete. It is installed without vibration due to its excellent deformability and flowability while remaining cohesive enough to be treated without difficulty. Evaluating its compressive strength is essential as it is used in important construction projects. An artificial neural network (ANN) is a predicting tool that can predict output in various sectors. This study evaluated the compressive strength of industrial waste such as fly ash and silica fume incorporated in self-compacting concrete at various ages. A non-linear relationship was used to develop the model relating mix composition and SCC compressive strength using an Artificial Neural Network (ANN). The experimental and expected outcomes were compared with the model prediction to evaluate the predictive capacity, generalize the generated model, and observe suitable matches. The developed ANN network can predict the desired output, i.e., compressive strength incorporating industrial waste. Furthermore, the influence of individual parameters viz. cement, silica fume, and fly ash, w/b were also evaluated using parametric analysis, which shows the sensitivity of various materials on the compressive strength of Self-compacting concrete. As a result, a higher correlation coefficient of 0.9835 with a smaller value of MAPE (0.0347) and RMSE (2.4503) is obtained. Finally, a process of creating tools for practical engineers and field users is proposed, which would be very handy and fast for predicting the strength of SCC.
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