These benchmark examples test the implementation of small deformations process with analytical solutions presented by Vogel/Massmann.
A detailed description can be found in the OGS Benchmark books. The following table links the OGS problem descriptions with its corresponding chapters in the benchmark books.
Book/Chapter | Benchmark name |
---|---|
Kolditz et al. 2015 | |
2.4.1 | m1_1Dload |
2.4.3 | m1_3Dgravity |
Kolditz et al. 2016 | |
4.1.1 | m1_1Dlozenge |
4.1.2 | m1_2Dload |
4.1.3 | m1_3Dload |
Kolditz et al. 2018 | |
3.7 | m1_3Dsquare |
3.9 | m1_3Dbottom |
3.10 | m1_3Dtopload |
3.15 | Mechanics/Linear/Orthotropy/m3_3Dshearz.prj |
3.15 (rotated) | Mechanics/Linear/Orthotropy/m3_3Dshearz_rot.prj |
3.16 | Mechanics/Linear/Orthotropy/m3_3Dtopload.prj |
3.16 (rotated) | Mechanics/Linear/Orthotropy/m3_3Dtoploadlc.prj |
Note that OGS uses plane strain assumptions in two dimensions (2D) as it is common in geomechanics.
This article was written by Johannes Herfurth, Jan Thiedau. If you are missing something or you find an error please let us know.
Generated with Hugo 0.122.0
in CI job 430699
|
Last revision: February 20, 2024
Commit: [App|PVTU2VTU] Faster computation of unique nodes and mapping d5e28bc
| Edit this page on