Ehlers; Single-surface yield function
Problem description
We use a seven-parametric yield function for geomaterials to describe the plastic response. The triaxial compression test is setup.
See this PDF for detailed problem description.
Results and evaluation
Triaxial compression test:
Variations of the stress states and the plastic volumetric strain with a monotonic loading process:
This article was written by Dmitri Naumov. If you are missing something or you find an error please let us know.
Generated with Hugo 0.122.0
in CI job 520198
|
Last revision: July 8, 2024
Commit: [LD] Changed shape function its gradient names 6c1906cd
| Edit this page on