ANTIPLANE SHEAR DEFORMATIONS FOR HOMOGENEOUS AND INHOMOGENEOUS ANISOTROPIC LINEARLY ELASTIC SOLIDS

被引:59
作者
HORGAN, CO
MILLER, KL
机构
[1] Department of Applied Mathematics, School of Engineering and Applied Science, University of Virginia, Charlottesville, VA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1994年 / 61卷 / 01期
关键词
D O I
10.1115/1.2901416
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Antiplane shear deformations of a cylinderical body, with a single displacement field parallel to the generators of the cylidner and independent of the axial coordinate, are one of the simplest classes of deformations that solids can undergo. They may be viewed as complementary to the more familiar plane deformations. Antiplane (or longitudinal) shear deformations have been the subject of the considerable recent interest in nonlinear elasticity theory for homogeneous isotropic solids. In contrast, for the linear theory of isotropic elasticity, such deformations are usually not extensively discussed. The purpose of the present paper is to demonstrate that for inhomogeneous anisotropic linearly elastic solids the antiplane shear problem does provide a particularly tractable and illuminating setting within which effects on anisotropy and inhomogeneity may be examined. We consider infinitesimal antiplane shear deformations of an inhomogeneous anisotropic linearly elastic cylinder subject to prescribed surface tractions on its lateral boundary whose only nonzero component is axial and which does not vary in the axial direction. In the absence of body forces, not all arbitrary anisotropic cylinders will sustain an antiplane shear deformation under such tractions. Necessary and sufficient conditions on the elastic moduli are obtained which to allow an antiplane shear. The resulting boundary value problems governing the axial displacement are formulated. T The most general elastic symmetry consistent with an antiplane shear is described. There are at most 15 independent elastic coefficients associated with wich a material. In general, there is a normal axial stress present, which can be written as a linear combination of the two dominant shear stresses. For a material with the cylinderical cross-section a plane of elastic symmetry (monoclinic, with 13 moduli), the normal stress is no longer presrent. For homogeneous materials, it is shown how the governing boundary value problem can be transformed to an equivalent isotropic problem for a transformed cross-sectional domain. Applications to the issue of assessing the influence of anisotropy and inhomogeneity on the decay of Saint-Venant end effects are described.
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页码:23 / 29
页数:7
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