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FE analysis of stress and strain fields in finite random composite bodies

机译:有限随机复合体内应力场和应变场的有限元分析

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In this paper the mechanical behaviour of finite random heterogeneous bodies is considered. The analysis of non-local interactions between heterogeneities in microscopically heterogeneous materials is necessary when the spatial variation of the load or the dimensions of the body, relative to the scale of the microstructure, cannot be ignored. Microstructures can be periodic but generically they are random. In the first case, an exact calculation can be performed but in the second case recourse has to be made either to simulation or to some scheme of approximation. One such scheme is based on a stochastic variational principle. The novelty of the present work is that a stochastic variational principle is projected directly onto a finite-element basis so that all subsequent analysis is performed within a finite-element framework. The proposed formulation provides expressions for the local stress and strain fields in any realization of the medium, from which expressions for statistically-averaged quantities can be derived. Then an approximation of Hashin-Shtrikman type is developed, which generates a FE-based numerical procedure able to take account of interactions between random inclusions and boundary layer effects in finite composite structures. Finally, two examples are presented, namely a cylinder with square cross-section subjected to mixed boundary conditions of different types on different faces and a rectangular body containing a centre crack. The results show that in the vicinity of the boundary or close to the crack tip, the strain and the stress in the matrix and in the inclusions differ considerably from those obtained by the formal application of conventional homogenization.
机译:本文考虑了有限随机异质体的力学行为。当不能忽略载荷的空间变化或物体的尺寸(相对于微观结构的规模)时,必须分析微观异质材料中异质之间的非局部相互作用。微观结构可以是周期性的,但通常它们是随机的。在第一种情况下,可以执行精确的计算,但是在第二种情况下,必须求助于模拟或某种近似方案。一种这样的方案是基于随机变分原理的。本工作的新颖之处在于,将随机变分原理直接投影到有限元的基础上,以便所有后续分析都在有限元框架内进行。所提出的公式提供了在介质的任何实现中的局部应力和应变场的表达式,可以从中得出统计平均量的表达式。然后,开发了一种Hashin-Shtrikman类型的近似值,它生成了一个基于有限元的数值程序,能够考虑有限复合结构中随机夹杂物和边界层效应之间的相互作用。最后,给出了两个示例,即具有在不同面上经受不同类型混合边界条件的方形横截面的圆柱体和包含中心裂纹的矩形体。结果表明,在边界附近或靠近裂纹尖端处,基体和夹杂物中的应变和应力与正式应用常规均质化所获得的应变和应力有很大不同。

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