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首页> 外文期刊>Journal of the Mechanics and Physics of Solids >Filled elastomers: A theory of filler reinforcement based on hydrodynamic and interphasial effects
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Filled elastomers: A theory of filler reinforcement based on hydrodynamic and interphasial effects

机译:填充弹性体:基于流体动力和相间效应的填充剂增强理论

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摘要

Experimental evidence has by now established that (ⅰ) the hydrodynamic effect and (ⅱ) the presence of stiff interphases (commonly referred to as bound rubber) "bonding" the underlying elastomer to the fillers are the dominant microscopic mechanisms typically responsible for the enhanced macroscopic stiffness of filled elastomers. Yet, because of the technical difficulties of dealing with these fine-scale effects within the realm of finite deformations, the theoretical reproduction of the macroscopic mechanical response of filled elastomers has remained an open problem. The object of this paper is to put forward a microscopic field theory with the capability to describe, explain, and predict the macroscopic response of filled elastomers under arbitrarily large nonlinear elastic deformations directly in terms of: (ⅰ) the nonlinear elastic properties of the elastomeric matrix, (ⅱ) the concentration of filler particles, and (ⅲ) the thickness and stiffness of the surrounding interphases. Attention is restricted to the prominent case of isotropic incompressible elastomers filled with a random and isotropic distribution of comparatively rigid fillers. The central idea of the theory rests on the construction of a homogenization solution for the fundamental problem of a Gaussian elastomer filled with a dilute concentration of rigid spherical particles bonded through Gaussian interphases of constant thickness, and on the extension of this solution to non-Gaussian elastomers filled with finite concentrations of particles and interphases by means of a combination of iterative and variational techniques. For demonstration purposes, the theory is compared with full 3D finite-element simulations of the large-deformation response of Gaussian and non-Gaussian elastomers reinforced by isotropic distributions of rigid spherical particles bonded through interphases of various finite sizes and stiffnesses, as well as with experimental data available from the literature. Good agreement is found in all of these comparisons. The implications of this agreement are discussed.
机译:迄今为止,实验证据已经确定,(ⅰ)流体动力学效应和(ⅱ)硬质中间相(通常称为粘结橡胶)的存在将底层弹性体“粘结”到填料上是主要的微观机理,通常是宏观宏观现象的原因。填充弹性体的刚度。然而,由于在有限变形领域内处理这些细微尺度效应的技术困难,填充弹性体的宏观机械响应的理论再现仍然是一个未解决的问题。本文的目的是提出一种微观场论,它能够直接根据以下方面描述,解释和预测填充弹性体在任意大的非线性弹性变形下的宏观响应:(ⅰ)弹性体的非线性弹性(ⅱ)填料颗粒的浓度,以及(ⅲ)周围相的厚度和刚度。注意仅限于各向同性,不可压缩的弹性体,其中填充有相对刚性的填料的无规和各向同性分布。该理论的中心思想在于为均匀分布的高斯弹性体的基本问题构建均匀化解决方案,该高斯弹性体填充有稀有浓度的刚性球形颗粒,该刚性球形颗粒通过恒定厚度的高斯相键合在一起。弹性体通过迭代和变体技术相结合的方式充满了有限浓度的颗粒和相间。出于演示目的,将该理论与高斯和非高斯弹性体的大变形响应的完整3D有限元模拟进行了比较,该高斯弹性体由通过各种有限尺寸和刚度的相结合的刚性球形颗粒的各向同性分布增强,以及实验数据可从文献中获得。在所有这些比较中都发现了良好的一致性。讨论了该协议的含义。

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