VMP09-T52
VMP09-T52
Simply-Supported 'Solid' Square Plate
Test Description
A solid rectangular plate of length and width L = 10 and height H = 1 is situated in the x-y plane and constrained in the z direction. Frequency vibration analysis is performed on the model.
| Geometic Properties | Material Properties | Boundary Conditions | |||||||
|---|---|---|---|---|---|---|---|---|---|
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Results
Results are tabulated and displayed as in the NAFEMS manual.
| Mechanical APDL | RATIO | INPUT |
SHELL181
MODE4 44.396 0.9673 vmp09-t52-181
MODE5,6 108.221 0.9889 vmp09-t52-181
MODE7 164.503 0.9816 vmp09-t52-181
MODE8 194.097 1.0026 vmp09-t52-181
MODE9,10 206.734 1.0026 vmp09-t52-181
SOLID185
MODE4 48.925 1.0660 vmp09-t52-185
MODE5,6 123.931 1.1324 vmp09-t52-185
MODE7 184.648 1.0998 vmp09-t52-185
MODE8 195.655 1.0107 vmp09-t52-185
MODE9,10 209.403 1.0121 vmp09-t52-185
SOLID186
MODE4 43.837 0.9551 vmp09-t52-186
MODE5,6 106.751 0.9754 vmp09-t52-186
MODE7 161.176 0.9600 vmp09-t52-186
MODE8 193.796 1.0011 vmp09-t52-186
MODE9,10 205.971 0.9989 vmp09-t52-186
SOLID187
MODE4 45.375 0.9886 vmp09-t52-187
MODE5,6 112.672 1.0295 vmp09-t52-187
MODE7 179.272 1.0678 vmp09-t52-187
MODE8 193.940 1.0018 vmp09-t52-187
MODE9,10 206.608 1.0020 vmp09-t52-187
SHELL281
MODE4 44.110 0.9611 vmp09-t52-281
MODE5,6 106.982 0.9775 vmp09-t52-281
MODE7 162.337 0.9687 vmp09-t52-281
MODE8 193.609 1.0001 vmp09-t52-281
MODE9,10 202.570 0.9824 vmp09-t52-281
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Element Mechanical APDL Ratio Test Input