I am trying to solve for the modes of this plate using the SmitcSolver.

On all the boundaries I wish to have a simply supported boundary condition, that is, I want the displacement in the z axis direction to be 0 along all boundaries. To my understanding this should do it, given that Deflection 1 should be normal (to surface?) displacement:

Code: Select all

```
Boundary Condition 1
Target Boundaries(4) = 1 2 3 4
Name = "SimplySupported"
Deflection 1 = 0
End
```

As a consequence, the Eigenfunctions are wrong and Eigenfrequencies larger than 10 kHz are significantly shifted. I have the gut feeling that instead to constrain the displacement along z the displacement along another direction was constrained.

Why is this happening? Is there any way to fix it? (I have prepared the simple geometry with FreeCAD and I meshed it both with Salome and Gmsh having the same results).

Whole sif file:

Code: Select all

```
Header
CHECK KEYWORDS Warn
Mesh DB "." "."
Include Path ""
Results Directory ""
End
Simulation
Max Output Level = 5
Coordinate System = Cartesian
Coordinate Mapping(3) = 1 2 3
Simulation Type = Steady state
Steady State Max Iterations = 1
Output Intervals = 1
Timestepping Method = BDF
BDF Order = 1
Solver Input File = case.sif
Post File = case.vtu
Coordinate Scaling = 0.001
End
Constants
Gravity(4) = 0 -1 0 9.82
Stefan Boltzmann = 5.67e-08
Permittivity of Vacuum = 8.8542e-12
Boltzmann Constant = 1.3807e-23
Unit Charge = 1.602e-19
End
Body 1
Target Bodies(1) = 1
Name = "Panel"
Equation = 1
Material = 2
End
Solver 1
Equation = Elastic Plates
Eigen System Values = 10
Eigen System Select = Smallest magnitude
Procedure = "Smitc" "SmitcSolver"
Variable = -dofs 3 Deflection
Eigen Analysis = True
Exec Solver = Always
Stabilize = True
Bubbles = False
Lumped Mass Matrix = False
Optimize Bandwidth = True
Steady State Convergence Tolerance = 1.0e-5
Nonlinear System Convergence Tolerance = 1.0e-7
Nonlinear System Max Iterations = 5000
Nonlinear System Newton After Iterations = 3
Nonlinear System Newton After Tolerance = 1.0e-3
Nonlinear System Relaxation Factor = 1
Linear System Solver = Direct
Linear System Direct Method = Umfpack
End
Equation 1
Name = "DML"
Active Solvers(1) = 1
End
Material 1
Name = "Fibre"
Damping = 4e-2
Tension = 0.0
Poisson ratio = 0.3
Youngs modulus = 1.4e9
Thickness = 3.25e-3
Youngs modulus = 1.4e9
Poisson ratio = 0.3
Porosity Model = Always saturated
Density = 265
End
Material 2
Name = "Aluminium (generic)"
Electric Conductivity = 37.73e6
Damping = 4e-4
Tension = 0.0
Relative Permeability = 1.000022
Youngs modulus = 70.0e9
Heat Conductivity = 237.0
Electric Conductivity = 37.73e6
Electric Conductivity = 37.73e6
Poisson ratio = 0.35
Youngs modulus = 70.0e9
Thickness = 8.1e-4
Heat Capacity = 897.0
Youngs modulus = 70.0e9
Relative Permeability = 1.000022
Sound speed = 5000.0
Poisson ratio = 0.35
Heat expansion Coefficient = 23.1e-6
Poisson ratio = 0.35
Porosity Model = Always saturated
Mesh Poisson ratio = 0.35
Electric Conductivity = 37.73e6
Density = 2700.0
Relative Permeability = 1.000022
End
Boundary Condition 1
Target Boundaries(4) = 1 2 3 4
Name = "SimplySupported"
Deflection 1 = 0
End
```