水泥浆在年轻时的弹性模型

J. Sanahuja, L. Dormieux, G. Chanvillard
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引用次数: 2

摘要

混凝土是复杂的多尺度复合材料,涉及多物理过程。由于水泥浆体是混凝土中唯一不断变化的组分,因此它对混凝土早期力学性能有重要影响。为了模拟水泥浆体水化过程中弹性性能的发展,采用了无序介质的均质化理论。形态模型指的是被许多作者区分的两种类型的C-S-H:高密度的C-S-H或内部产物在无水颗粒周围形成层,而低密度的C-S-H或外部产物起多孔基质的作用。有效杨氏模量随水化程度的演变与文献中可用的实验结果非常一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modélisation de l'élasticité d'une pâte de ciment au jeune âge
ABSTRACT Concrete is a complex multi-scale composite involving multi-physics processes. As it is the only evolving component, the cement paste has a major influence on the mechanical properties of concrete at early age. The homogenization theory for disordered media is used in order to model the development of the elastic properties of a cement paste during its hydration. The morphological model refers to two types of C-S-H distinguished by many authors: high density C-S-H or inner products build up layers surrounding the anhydrous particles, while low density C-S-H or outer products play the role of a porous matrix. The effective Young's modulus evolution with respect to the degree of hydration proves to be in excellent agreement with the experimental results available in the literature.
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