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Self-consistent fractal damage of natural geo-materials in finite strain

机译:天然土材料在有限应变中的自洽分形损伤

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摘要

This paper investigates the non-linear behaviour of geo-materials both in the reversible and irreversible thermodynamic regimes. Among the common Seth-Hill measures of deformation, we verify that the logarithmic (Hencky) strain produces the closest agreement with Diamond Anvill Cell experimental data obtained for a wide range of minerals. We extend the Eshelby-Hill based self-consistent upscaling of heterogeneous media to the context of logarithmic finite strain. Based on homogenisation, we introduce a novel continuum damage mechanics technique based on self-similar (fractal) distribution of defects and their propagation. The whole framework is implemented numerically using the finite element method with a particular emphasis on material and geometrical non-linearities that are both represented in the proposed integration algorithm. To verify the applicability of the model, we introduce particular examples where solid blocks are subjected to partial/full confinement conditions under force/displacement controlled loading. We solve the problems analytically and numerically and show that the proposed methodologies produce acceptable agreements. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文研究了在可逆和不可逆热力学条件下土工材料的非线性行为。在常见的Seth-Hill变形量度中,我们证实对数(Hencky)应变与Diamond Anvill Cell实验数据所获得的最广泛的矿物具有最接近的一致性。我们将基于Eshelby-Hill的自洽异质介质扩展扩展到对数有限应变的情况。基于均质化,我们引入了一种基于缺陷的自相似(分形)分布及其传播的连续损伤力学新技术。整个框架是使用有限元方法以数字方式实现的,其中特别强调了材料和几何非线性,这在所提出的集成算法中均表示出来。为了验证该模型的适用性,我们介绍了一些具体示例,其中,在力/位移控制的载荷下,实心块体处于部分/完全约束条件下。我们通过分析和数字方法解决了问题,并表明所提出的方法产生了可接受的协议。 (C)2016 Elsevier Ltd.保留所有权利。

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