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PORE STRUCTURE SIMULATION OF SELF-COMPACTING CONCRETE AND APPLICATION

机译:自密实混凝土的孔结构模拟及其应用

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摘要

The pore structure simulation and the prediction of elastic moduli of self-compacting concrete are discussed in this paper.According to the geometrical probability relationship between a spherical pore and the corresponding circular one,an exact solution was derived to the cumulative distribution function for circular pores in terms of the number of the circular pores.The effect of the characteristic parameters of pores on the cumulative distribution,function was then numerically studied.Based on the cumulative distribution function derived,an algorithm was presented for generating and distributing circular pores within a square simulation domain with periodic boundary conditions.As an application,a unit cell model was developed to predict the elastic moduli of self-compacting concrete with pores.Since the pore area fraction is usually very small,a special mesh generating technique was adopted to divide the unit cell as accurately as possible.Finally,a parametric study was conducted to quantitatively assess the effect of the pore area fraction on the Young's modulus and Poisson's ratio of self-compacting concrete.
机译:本文讨论了自密实混凝土的孔结构模拟和弹性模量的预测。根据球形孔与相应圆形孔之间的几何概率关系,得出了圆形孔累积分布函数的精确解。然后根据数值研究了孔隙特征参数对累积分布,函数的影响。基于导出的累积分布函数,提出了一种在正方形区域内生成和分布圆形孔隙的算法。具有周期性边界条件的模拟域。作为一种应用,开发了一种单元格模型来预测具有孔的自密实混凝土的弹性模量。由于孔面积分数通常很小,因此采用特殊的网格生成技术将其划分为最后,进行了参数研究定量评估孔面积分数对自密实混凝土的杨氏模量和泊松比的影响。

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