The cantilever model illustrates nonlinear material behavior using the isotropic nonlinear elastic material model. Yield laws according to von Mises, Tresca, Drucker-Prager, and Mohr-Coulomb are applied to simulate elasto-plastic material behavior. This customization allows for a detailed analysis of the stress distribution in materials that flow under different conditions. The model was designed as an illustrative example of the application of yield laws in construction.
Model Used in
Cantilever with Nonlinear Material Behavior
| Number of Nodes | 4 |
| Number of Lines | 4 |
| Number of Surfaces | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0.039 t |
| Dimensions (Metric) | 2.000 x 0.000 x 0.250 m |
| Dimensions (Imperial) | 6.56 x 0 x 0.82 feet |
| Program Version | 5.25.00 |
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