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Geometrical Modeling of Concrete Microstructure for the Assessment of ITZ Percolation

机译:用于评估ITZ渗流的混凝土微观结构的几何建模

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摘要

Percolation is considered to be a critical factor affecting the transport properties of multiphase materials. In the case of concrete, the transport properties are strongly dependent on the interfacial transition zone (ITZ), which is a thin layer of cement paste next to aggregate particles. It is not computationally simple to assess ITZ percolation in concrete, as the geometry and topology of this phase is complex. While there are many advanced models that analyze the behavior of concrete, they are mostly based on the use of spherical or ellipsoidal shapes for the geometry of the aggregate inclusions. These simplified shapes may become unsatisfactory in many simulations, including the assessment of ITZ percolation. This paper deals with geometrical modeling of the concrete microstructure using realistic shapes of aggregate particles, the geometry of which is represented in terms of spherical harmonic expansion. The percolation is assessed using the hard core - soft shell model, in which each randomly-placed aggregate particle is surrounded by a shell of constant thickness representing ITZ.
机译:渗滤被认为是影响多相材料传输性能的关键因素。就混凝土而言,运输性能在很大程度上取决于界面过渡区(ITZ),它是紧挨骨料颗粒的水泥浆薄层。评估混凝土中的ITZ渗透并不容易计算,因为该阶段的几何形状和拓扑很复杂。尽管有许多用于分析混凝土行为的高级模型,但它们大多基于球形或椭圆形形状用于骨料夹杂物的几何形状。在许多模拟中,包括对ITZ渗流的评估,这些简化的形状可能都无法令人满意。本文使用骨料颗粒的实际形状对混凝土微观结构进行几何建模,其几何形状以球谐展开表示。使用硬核-软壳模型评估渗滤,其中每个随机放置的聚集颗粒被代表ITZ的恒定厚度的壳包围。

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