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Determination of the maximum deflection of a three-dimensional block fixed at both ends. Block is divided in the middle: The upper half is made of an elastic material and the lower part is made of timber - an elastoplastic othotropic material with the yield surface described according to the Tsai-Wu plasticity theory. The block's middle plane is subjected to vertical pressure.
Model Used in
Verification Example 000009 | 2
| Number of Nodes | 6 |
| Number of Lines | 7 |
| Number of Surfaces | 2 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 0.050 x 0.000 x 2.000 m |
| Dimensions (Imperial) | 0.16 x 0 x 6.56 feet |
| Program Version | 5.05.33 |
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