In the formulation of a large strain problem, the Euler–Cauchy–Stokes decomposition and the Eulerian objective stress and strain rates used for the formulation of the problem are actually applicable only for some special cases and are not suitable for general large strain and rotation rates. In this paper, the limitations and applicabilities of the conventional large strain formulation under various deformation cases will be studied.
|Number of pages||14|
|Journal||International Journal for Numerical Methods in Engineering|
|Publication status||Published - 1 Jan 1992|
ASJC Scopus subject areas
- Numerical Analysis
- Applied Mathematics