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Approches multi-échelles des composites granulaires avec effets d'interface : applications aux nanocomposites et composites cimentaires

机译:具有界面效应的粒状复合材料的多尺度方法:在纳米复合材料和水泥复合材料中的应用

摘要

Modelling composite media in view of determining its effective mechanical behaviour has been the topic of a large number of research papers. Some analytical and numerical models that can be found in the scientific literature on this topic take into account the interface effects that can arise at inclusions' boundaries. These interfaces have a major influence on the mechanical properties of composites according to some researchers. However, the models considering them are limited to spherical and cylindrical inclusions. In this work, several multi-scale approaches and models are developed to consider interface effects in the determination of the effective elastic and poroelastic properties and the failure mechanisms of granular composites. These models are performed on both spherical and ellipsoidal shapes of inclusions. The latter has led us to investigate an anisotropic inter-granular failure in granular media. The failure models developed in this work are applied to the microstructure of C-S-H gels (a cement paste hydrate) in order to improve the existing models on cement paste failure. The predictions of these improved models are compared to experimental data on the compressive strength of cement pastes
机译:考虑到确定其有效的机械性能而对复合介质进行建模已成为许多研究论文的主题。在有关该主题的科学文献中可以找到一些分析和数值模型,其中考虑到了夹杂物边界处可能产生的界面效应。一些研究人员认为,这些界面对复合材料的机械性能有重大影响。但是,考虑它们的模型仅限于球形和圆柱形夹杂物。在这项工作中,开发了几种多尺度方法和模型来考虑界面效应,以确定有效的弹性和多孔弹性特性以及粒状复合材料的破坏机理。这些模型对夹杂物的球形和椭圆形都执行。后者导致我们研究粒状介质中的各向异性粒间破坏。在这项工作中开发的失效模型被应用于C-S-H凝胶(水泥浆水合物)的微观结构,以改进水泥浆失效的现有模型。将这些改进模型的预测与水泥浆抗压强度的实验数据进行比较

著录项

  • 作者

    Sidhom Maged;

  • 作者单位
  • 年度 2014
  • 总页数
  • 原文格式 PDF
  • 正文语种 fr
  • 中图分类
  • 入库时间 2022-08-20 20:24:43

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