v6.03.170 SSNP170 — Taylor patch test#
Summary:
This test consists in the semi-static analysis of a problem with frictionless contact whose analytical solution is known. We are particularly interested here in the integration of contact terms (patch-test) by the Mortar Local Average Contact (LAC) method. This involves studying two identical blocks meshed differently and subjected to compression.
This test includes 25 models. The objective is to test all possible pairing combinations with an incompatible mesh for the Mortar pairing type with LAC split in \(2D\) and \(3D\).
So this test includes ten models in \(2D\):
modeling A: TRIA3 - TRIA3
B modeling: TRIA6 - TRIA6
C modeling: QUAD4 - QUAD4
D modeling: QUAD8 - QUAD8
E modeling: TRIA3 - TRIA6
F modeling: TRIA3 - QUAD4
G modeling: TRIA3 - QUAD8
H modeling: TRIA6 - QUAD4
modeling I: TRIA6 - QUAD8
J modeling: QUAD4 - QUAD8
And fifteen models in \(3D\):
K modeling: TETRA4 - TETRA4
L modeling: TETRA10 - TETRA10
M modeling: HEXA8 - HEXA8
N modeling: HEXA20 - HEXA20
O modeling: HEXA27 - HEXA27
P modeling: TETRA4 - TETRA10
Q modeling: TETRA4 - HEXA8
R modeling: TETRA4 - HEXA20
S modeling: TETRA4 — HEXA27
T modeling: TETRA10 - HEXA8
U modeling: TETRA10 - HEXA20
V modeling: TETRA10 - HEXA27
W modeling: HEXA8 - HEXA20
X modeling: HEXA8 - HEXA27
Y modeling: HEXA20 — HEXA27
Z modeling: Cut PENTA6, PENTA15,, PYRA5, PYRA13
- 1. Reference problem
- 2. Benchmark solution
- 3. Modeling A
- 4. B modeling
- 5. C modeling
- 6. D modeling
- 7. E modeling
- 8. F modeling
- 9. G modeling
- 10. H modeling
- 11. Modeling I
- 12. J modeling
- 13. K modeling
- 14. L modeling
- 15. M modeling
- 16. N modeling
- 17. O modeling
- 18. P modeling
- 19. Q modeling
- 20. R modeling
- 21. S modeling
- 22. T modeling
- 23. U modeling
- 24. V modeling
- 25. W modeling
- 26. X modeling
- 27. Y modeling
- 28. Z modeling
- 29. Summary of results