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A shell roof structure under pressure load is modelled, where the straight edges are free, while at the curved edges the y- and z‑translations are constrained. Neglecting self‑weight, compute the maximal (absolute) vertical deflection, and compare the results with COMSOL Multiphysics 4.3.
Verification Example 000083 | 1
| Number of Nodes | 6 |
| Number of Lines | 4 |
| Number of Surfaces | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0.109 tons |
| Dimensions (Metric) | 31.164 x 22.233 x 12.012 m |
| Dimensions (Imperial) | 102.24 x 72.94 x 39.41 feet |
| Program Version | 5.12.00 |
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