A transversely isotropic linear elastic half-space, z50; with the isotropy axis parallel to the z-axis is considered. The purpose of the paper is to determine displacements and stresses fields in the interior of the half-space when a rigid circular disk of radius a completely bonded to the surface o
The Reissner–Sagoci problem for a half-space under buried torsional forces
✍ Scribed by M. Rahman
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 186 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0020-7683
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✦ Synopsis
The article extends Reissner and Sagoci's classical solution to the problem of a rigid circular punch bonded to a homogeneous, elastic isotropic half-space in which there is an axisymmetrical distribution of buried torsional forces. The surface of the half-space is free from stresses. The punch undergoes rotation due to the action of the internal loads. Solution of the problem is obtained by superposing the solutions of two simpler problems, viz the problem of the elastic half-space without the punch under the action of the prescribed torsional forces and the contact problem for the half-space with the rigid circular punch bonded to its surface, which is subjected to some tangential displacement. The form of this tangential displacement is determined from the solution of the ®rst problem. Exact solutions of both problems are derived by constructing the Green's function, which corresponds to the action of a unit concentrated force uniformly distributed along a circular ring in the tangential direction. Speci®c examples are considered. Furthermore, an extension of these results to the case of a transversely isotopic half-space is presented.
📜 SIMILAR VOLUMES
This paper deals with the problem of twisting of a non-homogeneous, isotropic, half-space by rotating a circular part of its boundary surface (0 r a, z = 0) through a given angle. A ring (a < r < b, z = 0) outside this circle is stress-free and the remaining part (r > b, z = 0) is rigidly clamped. T
The present paper examines the elastostatic problem related to the axisymmetric rotation of a rigid circular disc bonded to a non-homogeneous half-space containing a penny-shaped crack. The shear modulus of the half-space is assumed to vary with depth according to the relation #(z) =/zl(z + c) ' ~ ,