7. F modeling#
7.1. Characteristics of modeling#
Same as C modeling with quadratic elements.
7.2. Characteristics of the mesh#
The mesh is composed of linear elements (560 meshes QUA8 - 600 knots). The refinement of the mesh is uniform (18 elements according to \(x\) and 31 elements according to \(y\)), identical to the C modeling.
7.3. Tested sizes and results#
The \(\mathrm{DY}\) component of the displacement is tested at the two points where the crack opens (points on each of the lips), at the last moment of the calculation (imposed displacement \(\mathrm{0,1}\mathrm{mm}\)). This test is carried out on the displacement field created by the operator POST_CHAM_XFEM.
The reference value is the solution obtained in modeling A.
Lip considered |
Reference ( \(\mathrm{mm}\) ) |
Difference ( \(\text{\%}\) ) |
Lip \(y>0\) |
9,876.10-2 |
|
Lip \(y<0\) |
-9,876.10-2 |
|
This test validates the nonlinear elasticity calculation for X- FEM models and quadratic elements under plane stresses.