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Particle method approach in mechanics of solids and granular materials

机译:固体和颗粒材料力学中的粒子方法

摘要

It is well recognized that matter has a discrete nature, but this aspect is usually considered only at the nano and microscale, on the other hand at the meso and macroscale levels compact matter is represented with a continuous model. At the macroscopic scales can be usefully adopted a discrete model of solids, without losing accuracy in the description of the main mechanical involved phenomena; when a multiscale study of solids is necessary the discrete approach, tailored to the scale of observation of interest, allows complete and exhaustive descriptions of many phenomena. This PhD thesis presents a general computational particle method suitable for analyzing the dynamic behaviour of compact solids as well as granular matters. The particle interaction is modelled through proper force functionals related to the nature of the material being analyzed (solid, granular or their interaction); such an approach is also adopted for the boundary and for the particle-particle contacts, so a unified mechanical model can be simply adopted for the simulation of a very wide class of mechanical problems under static or dynamic conditions. In particular the failure of brittle solids under dynamic dynamic impact can be easily predicted, avoiding the necessity of complex remeshing operations, stress field enrichment or the introduction of discontinuous displacement field, as typically required by numerical continuous approaches such as the finite element method. Moreover the discrete approach allows to simply model mechanical problems involving large displacements, friction or frictionless interactions with elastic boundaries, fragmentation and clustering of the failed material as well as cohesion in particle-like matters.Some examples aimed at demonstrating the versatility of the developed approach are finally presented: in particular the problems involving the failure of continuous solid elements under impact loading, confined particle flows and solid-granular materials interaction are simulated through the proposed approach and the related results are critically discussed and, when available, compared with literature data.
机译:众所周知,物质具有离散的性质,但通常仅在纳米和微米尺度上考虑此方面,另一方面,在中观和宏观尺度上,致密物质用连续模型表示。在宏观尺度上,可以有用地采用固体的离散模型,而不会在描述主要机械现象时失去准确性。当需要对固体进行多尺度研究时,针对感兴趣的观察规模量身定制的离散方法可以对许多现象进行完整而详尽的描述。本博士学位论文提出了一种适用于分析致密固体以及颗粒物动力学行为的通用计算粒子方法。通过与所分析材料的性质(固体,颗粒或它们的相互作用)有关的适当的力函数对粒子相互作用进行建模。对于边界和粒子-粒子接触也采用了这种方法,因此可以简单地采用统一的机械模型来模拟静态或动态条件下非常广泛的一类机械问题。特别是,可以轻松地预测脆性固体在动态动力冲击下的破坏,从而避免了复杂的重新网格化操作,应力场富集或引入不连续位移场的必要性,这通常是数值连续方法(例如有限元方法)所要求的。此外,离散方法可以简单地对涉及大位移,与弹性边界的摩擦或无摩擦相互作用,失效材料的破碎和聚类以及颗粒状物质的内聚力等机械问题进行建模。一些示例旨在证明已开发方法的通用性最后提出:特别是通过所提出的方法模拟了涉及连续固体元素在冲击载荷下失效,约束颗粒流和固体-颗粒材料相互作用的问题,并对相关结果进行了严格讨论,并在可用时与文献数据进行了比较。 。

著录项

  • 作者

    Corbari Nicholas;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 Inglese
  • 中图分类

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