Numerical Model for Describing the Segregation Phenomenon in Lightweight Concrete Using Density Sections

A. Tenza-Abril, Y. Villacampa, F. Baeza-Brotons, J. Navarro-Gonzalez, A. Solak
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引用次数: 3

Abstract

In this work, numerical models were obtained for describing the segregation phenomenon in lightweight aggregate concrete. To that end, a numerical methodology based on the generation of geometric models of finite elements has been applied, selecting those that describe better this phenomenon. The use of lightweight aggregate concretes (LWC) allows greater design flexibility and substantial cost savings. It is also well known that it contributes to a positive impact on the energy consumption of a building due to the high-thermal resistance values. However, lightweight concretes are susceptible to present aggregate segregation due to density differences between its components during concrete vibration. Segregation in concrete may strongly affect the concrete global properties. This fact justifies the needs for the identification and quantification of this phenomenon, in order to estimate the concrete segregation experimentally, a LWC was mixed in laboratory conditions. Controlled segregation was caused applying different times of internal vibration in a cylinder specimen. The specimens were horizontally sectioned in order to obtain the density in each section because the segregation index can be estimated obtaining a relation by comparing the densities of the upper and lower parts. Firstly, ANOVA test was performed to determine the statistical significance (p<0.05) of the differences in the density of the different sections, differences in the aggregate type and differences in the time of concrete vibration. Results show that there is a significant difference of each section and there is no significant difference of each lightweight aggregate used to mix the concrete in spite of their different density. In order to model the segregation in the LWC, at first, linear models were considered and rejected because for not explaining the phenomenon. However, the application of numerical models shows good results to describe the phenomenon of segregation in LWC.
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用密度截面描述轻量混凝土离析现象的数值模型
本文建立了描述轻骨料混凝土中离析现象的数值模型。为此,采用了一种基于生成有限元素几何模型的数值方法,选择那些能更好地描述这一现象的方法。轻骨料混凝土(LWC)的使用允许更大的设计灵活性和大量的成本节约。众所周知,由于高热阻值,它有助于对建筑物的能耗产生积极影响。然而,轻质混凝土在混凝土振动过程中,由于其组成部分之间的密度差异,容易出现骨料离析。混凝土中的偏析会严重影响混凝土的整体性能。这一事实证明了对这一现象进行识别和量化的必要性,为了在实验中估计混凝土偏析,在实验室条件下混合了LWC。对圆柱体试样施加不同次数的内振动,可产生可控偏析。由于可以通过比较上、下两部分的密度来估计偏析指数,因此为了得到各部分的密度,我们对试样进行了水平切片。首先进行方差分析,确定不同截面密度、骨料类型和混凝土振动时间差异的统计学意义(p<0.05)。结果表明:不同密度的轻骨料在不同截面间存在显著性差异,而不同密度的轻骨料在不同截面间无显著性差异。为了模拟LWC中的偏析,首先考虑了线性模型,但由于不能解释这种现象而被拒绝。然而,数值模型对LWC中偏析现象的描述效果较好。
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