A note on undistorted states of isotropic elastic solids
โ Scribed by M. Aron
- Publisher
- Springer Netherlands
- Year
- 1988
- Tongue
- English
- Weight
- 289 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0374-3535
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โฆ Synopsis
Non-homogeneous conformal deformations are shown to be possible in an isotropic elastic material in the absence of body forces if and only if the material satisfies a certain condition which renders it incapable of obeying the classical pressure-compression inequality. The undistorted states of materials in this class (which are obtained by subjecting an undistorted state called reference configuration to all possible conformal deformations) are shown to be at best neutrally stable when subject to hydrostatic loading everywhere on the boundary. * The summation convention over repeated indices is employed throughout the text. t F r is the transpose of F and F -r is the inverse of the transpose of F. * In three-dimensional elasticity the "apparent" shear and bulk moduli satisfy the condition 3Y~ + 2/~ = 0.
๐ SIMILAR VOLUMES
For an important class of incompressible isotropic elastic solids, the response function for the extra stress is a (tensor-valued) function of scalar type. It is shown here that the stress response for compressible isotropie elastic solids cannot be of scalar type.
An empirically established rule of Wroth' for the dependence of the shear modulus on the mean effective pressure and the overconsolidation ratio in clays is investigated within the framework of non-linear elasticity. The resulting isotropic-deviatoric coupling is derived and compared to experiments.