Front Tracking for Shear Bands in an Antiplane Shear Model
โ Scribed by F.Xabier Garaizar; John Trangenstein
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 545 KB
- Volume
- 131
- Category
- Article
- ISSN
- 0021-9991
No coin nor oath required. For personal study only.
โฆ Synopsis
constraint. For this reason, the interaction of the tracked front with the underlying hyperbolic grid is nontrivial and
In this paper we describe a numerical algorithm for the study of shear band, formation and growth in two-dimensional antiplane we develop techniques to allow for the growth of the shear shear. The constitutive model uses a non-associative flow rule. The band by more than one cell per time step. numerical scheme is based on a Godunov method for updating the
In particular, the model used in this paper includes a velocity, while the stress is updated via integration along particle non-associative flow rule. Non-associative flow rules are paths. The scheme is coupled with a front tracking algorithm for recognized as an important tool in the modeling of deforcareful evolution of the shear bands. The main challenges are the non-hyperbolicity of the shear band formation and growth (front mations in granular materials (see Vardoulakis and Graf tracking avoids the catastrophic effects of the loss of hyperbolicity [21]). This present model has been studied by Schaeffer in the Godunov-type numerical scheme), the existence of endpoints [13] and offers a criterion for the formation of shear bands for the shear band (the tracked front does not separate the computaand a description of the evolution of the material inside tional domain into disconnected regions), and the non-hyperbolic the band. rate of growth of the shear band. We give examples of the success of the algorithm and show convergence tests. แฎ 1997 Academic Press
The non-associativity of the flow rule implies ill-posedness, in the sense of Hadamard, at certain levels of stress. Schaeffer [13] formulated a relation between ill-posedness
๐ SIMILAR VOLUMES
## Abstract A formula for the thickness of a shear band formed in saturated soils under a simple shear or a combined stress state has been proposed. It is shown that the shear band thickness is dependent on the pore pressure properties of the material and the dilatancy rate, but is independent of t