v3.03.100 SSLS100 - Recessed circular plate subjected to uniform pressure#
Summary:
This problem allows a comparison of the solutions obtained with various plate elements in linear elasticity:
Love-Kirchhoff models (so-called thin plate):
triangular surface mesh (TRIA3) DKT,
quadrangular surface mesh (QUAD4) DKQ,
linear mesh (SEG3) COQUE_AXIS,
Mindlin-Reissner models (so-called thick plate):
triangular surface mesh (TRIA3) DST,
quadrangular surface mesh (QUAD4) DSQ,
linear mesh (SEG3) COQUE_AXIS,
thick shell models: COQUE_3D (QUAD9 and TRIA7).
solid shell model: COQUE_SOLIDE
The same reference solution is treated with three forms of loading: pressure, gravity and shell-force. The quantities observed are: displacements (translation/rotation), deformations and generalized efforts.