Description

| Material | Modulus of elasticity | ||
|---|---|---|---|
| Density | |||
| Geometry | Cross-section | ||
| Boundary conditions | In points A at angle |
Fixed support | |
| Along the entire edge | |||
| Mesh | No. of divisions | 8 |
Results
| Eigen mode | Shape | Independent reference | Diamonds | Difference |
|---|---|---|---|---|
| 1 | ![]() |
23.5Hz | 23.6Hz | -0.31% |
| 2 | ![]() |
57.5Hz | 57.8Hz | -0.47% |
| 3 | ![]() |
110.6Hz | 111.1Hz | -0.48% |
| 4 | ![]() |
140.6Hz | 141.2Hz | -0.45% |
| 5 | ![]() |
175.1Hz | 175.9Hz | -0.45% |
| 6 | ![]() |
255.7Hz | 256.8Hz | -0.43% |
| 7 | ![]() |
280.1Hz | 281.6Hz | -0.52% |
References
- Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 12: anneau circulaire mince encastré en deux points
The dimensions of the Afnor example were too small for Diamonds. So the radius R and young’s modulus E have been adjusted, and the results are recalculated accordingly.
- Tested in Diamonds 2025.
![Rendered by QuickLaTeX.com \[f_i=\frac{1}{2\cdot \pi}\cdot \lambda_i\cdot \frac{h}{R^2}\cdot \sqrt{\frac{E}{12\cdot \rho }}\]](https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b6cdb8393975dfa14cf2d299e541dedc_l3.png)
![Rendered by QuickLaTeX.com \[ f_i=\frac{1}{2\cdot \pi}\cdot \begin{bmatrix}1.9832 \\ 4.8497 \\ 9.3204 \\ 11.8490 \\ 14.7614 \\ 21.5545 \\ 23.6157 \end{bmatrix}\cdot \frac{h}{R^2}\cdot \sqrt{\frac{E}{12\cdot \rho }}= \begin{bmatrix}23.5 \\ 57.5 \\ 110.6 \\ 140.6 \\ 175.1 \\ 255.7 \\ 280.1 \end{bmatrix}Hz\]](https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-774bc43dd823515347f0256d8c0b15eb_l3.png)






