The axisymmetric torsion problem of the boundary-free cylinder with external notch is considered. The method of dual equations is used to reduce the problem to a regular Fredholm integral equation of the second kind with a symmetric kernel. Numerical results worked out for the stress intensity facto
Torsion of a non-homogeneous infinite elastic cylinder slackened by a circular cut
โ Scribed by Hassan A. Z. Hassan
- Publisher
- Springer
- Year
- 1996
- Tongue
- English
- Weight
- 352 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0022-0833
No coin nor oath required. For personal study only.
โฆ Synopsis
We consider the torsional deformation of a non-homogeneous infinite elastic cylinder slackened by an external circular cut. The shear modulus of the material of the cylinder is assumed to vary with the radial coordinate by a power law. It is assumed that the lateral surface of the cylinder as well as the surface of the cut are free of stress. The main object of this study is to establish the effect of the non-homogeneity on the stress intensity factor at the tip of the cut. The problem leads to a pair of dual series relations, the solution of which is governed by a Fredholm integral equation of the second kind with a symmetric kernel. This equation is solved numerically by reducing it to an algebraic system. It is concluded that for any degree of non-homogeneity and for D, the relative depth of the cut, greater than 0.6, the cylinder may be replaced by a half-space. However, as the non-homogeneity increases, D decreases.
๐ SIMILAR VOLUMES
The axisymmetric torsion problem of the boundary-free finite cylinder with external notch is considered. The problem is reduced to a regular Fredholm integral equation of the second kind having symmetric kernel. Simple asymptotics are worked out for the case of a long cylinder. Numerical results are
Two circular discs of different radii on the opposite faces of an infinite, non-homogeneous elastic layer, whose rigidity is assumed to vary with two cylindrical coordinates r, z by a power law (# = /~,~,~razB), are forced to rotate through two different angles of rotation. The rest of each surface