Determine the anti-symmetric modes of a square cantilevered plate. The
plate is 10.0 m x 10.0 m and its thickness is 0.05 m. Only half of the plate is modeled due to
symmetry. All dimensions are in m.

File Name
|
Open drive
letter:\Users\Public\Public Documents\SOLIDWORKS\SOLIDWORKS
version\samples\Simulation
Examples\Verification\NAFEMS_Freq_Test11.SLDPRT.
|
Mesh Type
|
Shell mesh. Shell thickness is 0.05 m. Use the standard mesh
size.
|
Material Properties
|
- Modulus of elasticity (E)
= 2 x 1011 N/m2
- Mass density (ρ) = 8000
Kg/m3
- Poisson's ratio (ν) =
0.3
|
Restraints
|
- Ux = Uy = Rz = 0 at all
nodes
- Uz = Ry = Rx = 0 along
edge y = 0
- Uz = 0 along y = 5
|
Reference
NAFEMS, Publication R0015, The International
Association for the Engineering Analysis Community, "Selected Benchmarks for Natural
Frequency Analysis", Issue 2, Test 11(b), 1987.