Approche mésoscopique du comportement du béton

Christian La Borderie, Claire Lawrence, Abdellah Menou
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引用次数: 24

Abstract

ABSTRACT The macroscopic modeling of the mechanical behavior of concrete has much evolved, and the current models enable us to take into account increasingly complex phenomena. In spite of that, and particularly when coupled phenomena are concerned, the various scales present in the structure of material are badly represented by this kind of approach. The modeling of the material structure at the scale of the sand grain (mesoscopic) coupled with nonlinear computation methods makes it possible to take into account complex phenomena. The mesoscopic models for the concrete often idealize the geometry of inclusions by spheres or discs. This study is focused on the role of the acuracy of the geometrical representation of inclusions or aggregates on the results provided by the model.
混凝土行为的介观方法
混凝土力学行为的宏观建模已经有了很大的发展,目前的模型使我们能够考虑到越来越复杂的现象。尽管如此,特别是当涉及到耦合现象时,这种方法不能很好地表示材料结构中的各种尺度。以砂粒(细观)尺度对材料结构进行建模,并结合非线性计算方法,使得考虑复杂现象成为可能。混凝土的介观模型通常将夹杂物的几何形状理想化为球形或圆盘状。本研究的重点是包裹体或聚集体的几何表示的准确性对模型提供的结果的作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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