Parameterization of the geometry of an icosahedron, a regular solid with twenty triangular faces.
Model created by the technical team of Dlubal Latam. The model is also available as a parameterized block at the Dlubal Latam site.
The file to download contains a parametrized model saved as a block (*.rf6 file type).
Icosahedron
Block parameters editable dynamically | |
Number of Nodes | 13 |
Number of Lines | 30 |
Number of Members | 0 |
Number of Surfaces | 20 |
Number of Solids | 1 |
Number of Load Cases | 0 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 10.956 tons |
Dimensions (Metric) | 2.147 x 2.400 x 2.042 m |
Dimensions (Imperial) | 7.04 x 7.87 x 6.7 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
The deformation process of the global deformation components can be represented as a movement sequence.
Result values for deformations, internal forces, stresses, and so on, can be displayed on the isolines.
In addition to the "Mesh Refinement" and "Specific Direction" options for solids, you can also activate the "Grid for Results" option, which allows for organizing grid points in the solid space. Among other things, the center of gravity can be set as the origin. There is also the option to activate or deactivate the visibility of the grid for numerical results in "Navigator – Display" under Basic Objects.
Convince yourself by the powerful calculation kernel, its optimized networking and support of multi-core processor technology. This provides you with the advantages, such as parallel calculations of linear load cases and load combinations using several processors without additional demands on the RAM. The stiffness matrix only has to be created once. Thus, you can calculate even large systems with the fast direct solver.
If you need to calculate multiple load combinations in your models, the program initiates several solvers in parallel (one per core). Each solver then calculates a load combination, which improves the core utilization.
You can systematically follow the development of the deformation displayed in a diagram during the calculation, and thus precisely evaluate the convergence behavior.