FORMING A CORRELATION AMONG THE PROPERTIES OF FRESH SELF-COMPACTING CONCRETE USING FUZZY LEAST SQUARES MODEL

A. Savić, M. Aškrabić
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引用次数: 2

Abstract

The research presented in this paper was motivated by two problems regarding the properties of fresh self-compacting concrete (SCC). The first problem is that mixture properties can vary owing to different factors (composition, materials, ambient, etc.) and the second problem is that there is usually a restricted group of experimental results. Because of the importance of the properties of fresh SCC mixtures, different tests for determining its passing and filling ability, as well as segregation resistance, have been developed. In this paper, results from V-funnel and slump flow tests conducted on seven different concrete mixtures are presented. As a correlation between the measurements of V-funnel period tv and the slump flow period t500 is usually strong, in this paper, it was expanded using approximate-distance fuzzy least squares method. The goal was to perceive the possible range of these properties and, when applicable, to reduce the number of tests necessary during the production of SCC.
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利用模糊最小二乘模型建立了新鲜自密实混凝土各性能之间的相关性
本文的研究是由关于新鲜自密实混凝土(SCC)性能的两个问题引起的。第一个问题是混合物的性能会因不同的因素(成分、材料、环境等)而变化,第二个问题是通常有一组有限的实验结果。由于新鲜SCC混合料性能的重要性,人们开发了不同的测试方法来确定其通过和填充能力以及抗偏析能力。本文介绍了对7种不同混凝土配合比进行的v型漏斗和坍落度流动试验的结果。由于v漏斗周期值tv与滑塌流周期值t500之间的相关性通常很强,本文采用近似距离模糊最小二乘法对其进行了扩展。目标是了解这些特性的可能范围,并在适用的情况下减少SCC生产过程中必要的测试次数。
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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24 weeks
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