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Micromechanical models of structural behavior of concrete
A three-dimensional numerical model capable of predicting structural behaviour of concrete under various loading conditions is developed. Concrete, as a composite material, is represented by the mechanically strong aggregates of various shapes and sizes incorporated into a cement matrix. The most important aspect of concrete modeling involves an accurate representation of the spatial distribution of the aggregate particles. A micromechanical heterogeneous model based on prescribed spatial distribution of aggregates is developed. This model allows to compute the effective material properties of concrete using a representative cell homogenization approach. The results of numerical analysis of this model are compared to the models of particulate composite material.
Micromechanical models of structural behavior of concrete
A three-dimensional numerical model capable of predicting structural behaviour of concrete under various loading conditions is developed. Concrete, as a composite material, is represented by the mechanically strong aggregates of various shapes and sizes incorporated into a cement matrix. The most important aspect of concrete modeling involves an accurate representation of the spatial distribution of the aggregate particles. A micromechanical heterogeneous model based on prescribed spatial distribution of aggregates is developed. This model allows to compute the effective material properties of concrete using a representative cell homogenization approach. The results of numerical analysis of this model are compared to the models of particulate composite material.
Micromechanical models of structural behavior of concrete
Mikromechanische Modelle des strukturellen Verhaltens von Beton
Avdeev, Ilya (author) / Sobolev, Konstantin (author) / Amirjanov, Adil (author) / Hastert, Andrew (author)
2010
6 Seiten, 4 Bilder, 3 Tabellen, 7 Quellen
Conference paper
English
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