Singular path-independent energy integrals for elastic bodies with Euler-Bernoulli inclusions

被引:20
作者
Khludnev, Alexander M. [1 ,2 ]
Shcherbakov, Viktor V. [1 ,2 ]
机构
[1] Lavrentyev Inst Hydrodynam, Novosibirsk 630090, Russia
[2] Novosibirsk State Univ, Novosibirsk 630090, Russia
基金
俄罗斯科学基金会;
关键词
Euler-Bernoulli beam; crack; nonpenetration conditions; variational inequality; shape derivative of energy functional; energy release rates; J-integral; M-integral; SHAPE SENSITIVITY-ANALYSIS; RIGID INCLUSION; CURVILINEAR CRACKS; CONSERVATION-LAWS; POSSIBLE CONTACT; BODY; BOUNDARY; NONPENETRATION; INTERFACE; PLATE;
D O I
10.1177/1081286516664208
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper is devoted to a rigorous analysis of an equilibrium problem for a two-dimensional homogeneous anisotropic elastic body containing a thin isotropic elastic inclusion. The thin inclusion is modelled within the framework of Euler-Bernoulli beam theory. Partial delamination of the inclusion from the elastic body results in the appearance of an interfacial crack. We deal with nonlinear conditions that do not allow the opposing crack faces to penetrate each other. We derive a formula for the first derivative of the energy functional with respect to the regular crack perturbation along the interface, which is related to energy release rates. It is proved that the energy release rates associated with crack translation and self-similar expansion are represented as path-independent integrals along smooth curves surrounding one or both crack tips. The path-independent integrals consist of regular and singular terms and are analogues of the well-known Eshelby-Cherepanov-Rice J-integral and Knowles-Sternberg M-integral.
引用
收藏
页码:2180 / 2195
页数:16
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