An Eshelby inclusion of arbitrary shape in a degenerate orthotropic elastic plane

IF 4.2 2区 工程技术 Q1 MECHANICS
Xu Wang , Peter Schiavone
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引用次数: 0

Abstract

Using Suo's complex variable formulation, we first derive a general solution to the plane problem of an infinite homogeneous degenerate orthotropic elastic plane containing an Eshelby inclusion of arbitrary shape undergoing uniform in-plane eigenstrains. The elastic field within the Eshelby inclusion is identified once the two polynomials representing the principal parts of the remote asymptotic behaviors of two auxiliary functions are determined. We next derive an explicit solution to the problem of an inclusion having an (n+1)-fold axis of quasi-symmetry (with n ≥ 1) in an infinite degenerate orthotropic elastic material. The inclusion boundary has an (n+1)-fold axis of symmetry in the z-plane, where z is the single complex variable appearing in Suo's formulation, and is described by a four-term mapping function. The non-uniform distributions of the total strains and rigid body rotation within the quasi-symmetric inclusion are completely determined. We further prove that when n ≥ 2, n3 the arithmetic mean of the Eshelby tensors at n+1 rotational symmetric points within the inclusion in the z-plane is equal to the constant Eshelby tensor within a special elliptical inclusion, the boundary of which is circular in the z-plane, and that it is independent of the rotation of the inclusion boundary in the z-plane.
简并正交各向异性弹性平面上任意形状的Eshelby包体
利用索氏复变量公式,首先导出了包含任意形状Eshelby包含的无限齐次退化正交各向异性弹性平面的平面问题的通解,该平面具有均匀的面内特征应变。一旦确定了代表两个辅助函数的远程渐近行为的主要部分的两个多项式,就可以确定Eshelby包含内的弹性场。然后,我们导出了无限简并正交各向异性弹性材料中具有(n+1)条拟对称轴(n≥1)的包含问题的显式解。包含边界在z平面上有一个(n+1)倍的对称轴,其中z是出现在Suo公式中的单个复变量,由一个四项映射函数描述。完全确定了准对称夹杂中总应变和刚体旋转的非均匀分布。进一步证明了当n≥2,n≠3时,包含内n+1个旋转对称点处的Eshelby张量的算术平均值等于特定椭圆包含内的常数Eshelby张量,其边界在z平面上为圆形,且与包含边界在z平面上的旋转无关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
7.00
自引率
7.30%
发文量
275
审稿时长
48 days
期刊介绍: The European Journal of Mechanics endash; A/Solids continues to publish articles in English in all areas of Solid Mechanics from the physical and mathematical basis to materials engineering, technological applications and methods of modern computational mechanics, both pure and applied research.
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