Elastic fields in a polyhedral inclusion with uniform eigenstrains and related problems

被引:95
作者
Nozaki, H
Taya, N
机构
[1] Ibaraki Univ, Fac Educ, Mito, Ibaraki 3108512, Japan
[2] Univ Washington, Dept Mech Engn, Seattle, WA 98195 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2001年 / 68卷 / 03期
关键词
D O I
10.1115/1.1362670
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, the elastic field in an infinite elastic body containing a polyhedral inclusion with uniform eigenstrains is investigated. Exact solutions are obtained for the stress field in and around a fully general polyhedron, i.e., an arbitrary bounded region of three-dimensional space with a piecewise planner boundary. Numerical results are presented for the stress field and the strain energy for several major polyhedra and the effective stiffness of a composite with regular polyhedral inhomogeneities. It is found that the stresses at the center of a polyhedral inclusion with uniaxial eigenstrain do not coincide with those for a spherical inclusion (Eshelby's solution) except for dodecahedron and icosahedron which belong to icosidodeca family, i.e., highly symmetrical structure.
引用
收藏
页码:441 / 452
页数:12
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