OS-V: 0425 Clamped Thin Rhombic Plate
Test No. FV15 The behavior of distorted thin elements in normal modes analysis is examined using OptiStruct.

Figure 1. FE Model with Boundary Conditions and Loadcases
Benchmark Model
The 4-node quad elements with 12x12 mesh configuration are used to model the thin rhombic plate. The x-translation, y-translation displacements, and z-rotational displacements are fixed for all of the nodes. In addition, the z-translation, x-rotational and y-rotational are fixed for the nodes along the four edges.
- Property
- Value
- E
- 200 x 109 N/m2
- 0.3
- 8000 kg/m3
Modal Analysis Results
f*
- Closed form solution
Mode 1 | Mode 2 | Mode 3 | |||
---|---|---|---|---|---|
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f* CQUAD4 |
7.938 Hz 0.9798 |
f* CQUAD4 |
12.835 Hz 1.0079 |
f* CQUAD4 |
17.941 Hz 1.0182 |
Mode 4 | Mode 5 | Mode 6 | |||
---|---|---|---|---|---|
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f* CQUAD4 |
19.133 Hz 0.9629 |
f* CQUAD4 |
24.009 Hz 1.0339 |
f* CQUAD4 |
27.922 Hz 1.0036 |
Model Files
The model file used in this problem includes:
<install_directory>/hwsolvers/demos/optistruct/verification/fv15.fem
Reference
NAFEMS Ltd, The Standard NAFEMS BENCHMARKS TNSB Rev. 3, NAFEMS Ltd, Scottish Enterprise Technology Park, Whitworth Building, East Kilbride, Glasgow, United Kingdom, 1990.