Abstract
Extended Reissner/Mindlin shell kinematics are used to develop an exact shell that makes no further approximations on the deformation or strain. The formulation is fully tensorial. A three-dimensional isoparametric element is used as the reference configuration. The FE approximation introduces nodes on the mid-surface of the isoparametric element, with the thickness having a separately defined interpolation. The variational formulation is based on the nominal stress tensor. Isotropic linear and nonlinear elastic shells are constructed that use p-type interpolation along the director. The formulation is exact, resulting in nonlinear elements showing better characteristics in comparison to other such elements.
Original language | English (US) |
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Pages (from-to) | 430-449 |
Number of pages | 20 |
Journal | International Journal of Computational Methods in Engineering Science and Mechanics |
Volume | 10 |
Issue number | 6 |
DOIs | |
State | Published - Nov 2009 |
Keywords
- Elastic
- Finite element method
- Isoparametric
- Linear
- Nonlinear
- Shells
ASJC Scopus subject areas
- Computational Mechanics
- Computational Mathematics