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掺入不同温度处理纳米稻壳灰的超高强混凝土力学性能的试验研究与理论预测。

Experimental study and theoretical prediction of mechanical properties of ultra-high-performance concrete incorporated with nanorice husk ash burning at different temperature treatments.

机构信息

Civil Engineering Department, Faculty of Engineering, Beni-Suef University, Beni-Suef, Egypt.

Faculty of Postgraduate Studies for Advanced Sciences (PSAS), Beni-Suef University, Beni-Suef, 62511, Egypt.

出版信息

Environ Sci Pollut Res Int. 2022 Oct;29(50):75380-75401. doi: 10.1007/s11356-022-20779-w. Epub 2022 Jun 2.

Abstract

This research aimed to investigate the effect of nanorice husk ash (NRHA) prepared using different thermal treatment methods on ultra-high-performance concrete (UHPC) behaviour. NRHA was prepared by two methods: (1) burning for 3 h at 300, 500, 700 and 900 °C and (2) burning for different durations (9, 7, 5 and 3 h) at 300, 500, 700 and 900 °C. NRHA was added to UHPC to make 25 mixtures with three dosages (1%, 3% and 5%). Density, compressive strength, tensile strength, flexure strength and ultrasonic pulse velocity tests were performed at the experimental level. Moreover, full microstructure analysis, including X-ray diffractometry, Brunauer-Emmett-Teller surface area analysis, thermogravimetric analysis, scanning electron microscopy and energy-dispersive X-ray spectroscopy, was performed. The best performances in in the first method (constant duration, different temperatures) were obtained by 1% NRHA burned at 900 °C with 12.5% compressive strength and 1% NRHA burned at 700 °C with increased ratio (10%). Moreover, the best performance in the second method (different burning durations and temperatures) was obtained by 3% NRHA with a ratio of 22.5% at 700 °C for 5 h. Burning rice husk ash improved the compressive strength. It also remarkably improved the splitting tensile strength and flexure strength by 32% and 47%, respectively, at 3% NRHA treated at 700 °C for 3 h. The microstructural analysis showed the efficient role of NRHA in the compactness of concrete sections. It improved the formation of new calcium silicate hydrate gel; decreased the cracks, voids, CaCO and Ca(OH); and increased the Ca/Si composition. The obtained experimental results were used to build an artificial neural network (ANN) to predict UHPC properties. The ANN model was used as a validation tool to determine the correlation between results. Results showed a remarkable improvement in the mechanical properties of UHPC incorporating NRHA for all mixtures. The ANN model indicated a reliable correlation between input and output variables. The R values for the training, validation and testing steps were all 0.99.

摘要

本研究旨在探讨采用不同热处理方法制备的纳米稻壳灰(NRHA)对超高性能混凝土(UHPC)性能的影响。NRHA 采用两种方法制备:(1)在 300、500、700 和 900°C 下燃烧 3 h;(2)在 300、500、700 和 900°C 下燃烧不同时间(9、7、5 和 3 h)。将 NRHA 添加到 UHPC 中,制成 25 种混合物,用量分别为 1%、3%和 5%。在实验水平上进行了密度、抗压强度、拉伸强度、弯曲强度和超声波脉冲速度测试。此外,还进行了全面的微观结构分析,包括 X 射线衍射、BET 比表面积分析、热重分析、扫描电子显微镜和能谱分析。在第一种方法(恒时,不同温度)中,以 900°C 下燃烧 1%NRHA 的 12.5%抗压强度和 700°C 下燃烧 1%NRHA 的增加比(10%)表现最佳。此外,在第二种方法(不同燃烧时间和温度)中,以 700°C 下燃烧 5 h 的 3%NRHA 表现最佳,其比值为 22.5%。稻壳灰的燃烧提高了抗压强度。在 700°C 下燃烧 3 h 的 3%NRHA 处理下,分别显著提高了劈裂拉伸强度和弯曲强度 32%和 47%。微观结构分析表明,NRHA 对混凝土截面的致密性有显著作用。它促进了新的硅酸钙水凝胶的形成;减少了裂缝、空隙、CaCO 和 Ca(OH);并增加了 Ca/Si 组成。所得实验结果用于建立人工神经网络(ANN)来预测 UHPC 性能。ANN 模型被用作验证工具来确定结果之间的相关性。结果表明,所有混合物中掺入 NRHA 均可显著提高 UHPC 的力学性能。ANN 模型表明输入和输出变量之间存在可靠的相关性。训练、验证和测试步骤的 R 值均为 0.99。

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