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Microstructure-based micromechanical prediction of elastic properties in hydrating cement paste

机译:基于微观结构的水化水泥浆弹性特性的微力学预测

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Elastic properties of hydrating cement paste can be successfully predicted by combination of the hydration model, percolation theory and micromechanical analysis. Reconstruction of hydrating microstructure is based on the 3D digital NIST model of cement hydration, which is enhanced for the prediction of two C-S-H types. Chemical phases in a percolated microstructure served as an input in a two-level analytical or one-level 3D FEM or FFT elastic homogenization. Special mesh generation for the percolated microstmcture is discussed as well as its numerical implementation. Good results from FEM and FFT were found for the size of the representative volume element of 50 X 50 X 50 mu rn, considering water-to-cement ratio in the range from 0.25 to 0.5. While good predictions in well-hydrated cement pastes were obtained for both analytical and numerical approaches, numerical homogenization was found more accurate and versatile for the whole hydration time.
机译:结合水化模型,渗流理论和微机械分析,可以成功地预测水化水泥浆的弹性性能。水化微观结构的重建基于水泥水化的3D数字NIST模型,该模型为预测两种C-S-H类型而增强。渗透微结构中的化学相用作两级分析或一级3D FEM或FFT弹性均质化的输入。讨论了渗滤微观结构的特殊网格生成及其数值实现。考虑到水灰比范围为0.25至0.5,FEM和FFT得出的代表性体积元素尺寸为50 X 50 X 50微米,效果很好。尽管通过分析和数值方法都可以很好地预测水合良好的水泥浆,但发现在整个水化时间内数值均质化更为准确和通用。

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