Green's function for incremental nonlinear elasticity: shear bands and boundary integral formulation

被引:38
作者
Bigoni, D
Capuani, D
机构
[1] Univ Trent, Dipartimento Ingn Meccan & Strutturale, I-38050 Trento, Italy
[2] Univ Ferrara, Dipartmento Ingn, I-44100 Ferrara, Italy
关键词
Green's function; nonlinear elasticity; shear bands; boundary element method;
D O I
10.1016/S0022-5096(01)00090-4
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An elastic, incompressible, infinite body is considered subject to plane and homogeneous deformation. At a certain value of the loading, when the material is still in the elliptic range, an incremental concentrated line load is considered acting at an arbitrary location in the body and extending orthogonally to the plane of deformation. This plane strain problem is solved, so that a Green's function for incremental, nonlinear elastic deformation is obtained. This is used in two different ways: to quantify the decay rate of self-equilibrated loads in a homogeneously stretched elastic solid; and to give a boundary element formulation. for incremental deformations superimposed upon a given homogeneous strain. The former result provides a perturbative approach to shear bands, which are shown to develop in the elliptic range, induced by self-equilibrated perturbations. The latter result lays the foundations for a rigorous approach to boundary element techniques in finite strain elasticity. (C) 2002 Elsevier Science Ltd. All rights reserved.
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页码:471 / 500
页数:30
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