Documentation
The secondary creep validation case belongs to solid mechanics. This test case aims to validate the following parameters:
The simulation results were compared to the results presented in [NAFEMS]\(^1\).
The geometry consists of a cube with an edge length \(l\) = 0.1 \(m\).
The coordinates for the points in the cube geometry are as tabulated below:
A | B | C | D | E | F | G | H | |
x | 0 | 0.1 | 0.1 | 0 | 0 | 0.1 | 0 | 0.1 |
y | 0 | 0 | 0.1 | 0.1 | 0 | 0 | 0.1 | 0.1 |
z | 0 | 0 | 0 | 0 | 0.1 | 0.1 | 0.1 | 0.1 |
Tool Type: Code Aster
Analysis Type: Nonlinear static
Mesh and Element Types: The mesh for cases A through D is a second-order tetrahedral mesh, generated in SimScale by the standard algorithm.
Case | Mesh Type | Number of Nodes | Element Type | Creep Formulation | Element Technology |
A | Standard | 235 | 2nd order tetrahedral | Norton | Standard |
B | Standard | 235 | 2nd order tetrahedral | Norton | Reduced integration |
C | Standard | 235 | 2nd order tetrahedral | Time Hardening | Standard |
D | Standard | 235 | 2nd order tetrahedral | Time Hardening | Reduced integration |
Find below the standard mesh used for cases A through D:
Material:
Boundary Conditions:
Advanced Automatic Time Stepping
For all cases, the following advanced automatic time stepping settings were defined under Simulation control:
The secondary creep movement validation is done by comparing the stress (\(\sigma_{xx}\)) after a creep time of 1000 hours. Below you will find the SimScale and reference results from [NAFEMS]\(^1\):
Case | NAFEMS R27 \([MPa]\) | SimScale \([MPa]\) | Error [%] |
A | 1007.7 | 1008.23 | 0.053 |
B | 1007.7 | 1008.23 | 0.053 |
C | 1007.7 | 1008.23 | 0.053 |
D | 1007.7 | 1008.23 | 0.053 |
In all configurations, the results obtained with SimScale show a good agreement with the reference values. The displacement of the geometry can be seen below:
Note
If you still encounter problems validating your simulation, then please post the issue on our forum or contact us.
Last updated: November 29th, 2023
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