OPTIMIZATION OF THE COMPOSITION OF THE ADDITIVE OF STABILIZED HIGHLY DISPERSED WOLLASTONITE USING A COMPUTER ALGORITHM FOR FINDING EXTREMES

N. Lukutcova, E. Karpikov, E. Gornostaeva, G. Soboleva
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Abstract

The article considers the optimization of the content of the components of the additive of stabilized highly dispersed wollastonite using a developed and patented computer algorithm for finding extreme coordinates of the dependencies of the mechanical characteristics of fine-grained concrete Extr.sce and Interp.sce based on the Scilab engineering and scientific computing environment. The developed programs allow determining the best combination of components and technological parameters for obtaining an additive to identify the optimal value of the desired indicator of the final characteristics of fine-grained concrete. The search for the maximum value of the strength indicators of fine-grained concrete is performed depending on the combination of the initial components of the modifier based on highly dispersed wollastonite, as well as the time of their ultrasonic dispersion with the output of visual data processing models in the form of contour and 3d graphs of the interpolation surface. As a result of the simulation, it is found that the additive shows the most effective result with a wollastonite content of 5 g/l, in which a modifier M with a concentration of 2.1 ml/l is used as a suspension stabilizer, while the ultrasonic dispersion time is 5 minutes. The developed additive of optimal composition contributes to the production of modified fine–grained concrete with a bending strength of 6.8 MPa and compression strength of 58.5 MPa
用计算机极值算法优化稳定高分散硅灰石添加剂的组成
本文考虑使用一种开发和专利的计算机算法来优化稳定的高分散硅灰石添加剂的成分含量,该算法用于寻找细粒混凝土力学特性依赖关系的极值坐标。sce和Interp。基于Scilab的sce工程和科学计算环境。开发的程序允许确定组件和技术参数的最佳组合,以获得添加剂,以确定细粒混凝土最终特性所需指标的最佳值。细粒混凝土强度指标的最大值的搜索依赖于基于高分散硅灰石的改性剂的初始组分的组合,以及它们的超声波分散时间,并以插值曲面的轮廓和三维图形形式输出可视化数据处理模型。模拟结果表明,当硅灰石含量为5 g/l时,添加剂效果最好,其中使用浓度为2.1 ml/l的改性剂M作为悬浮稳定剂,超声分散时间为5分钟。研制出最优配比的改性细粒混凝土,其抗弯强度为6.8 MPa,抗压强度为58.5 MPa
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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