FEM EquationElasticity
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FEM EquationElasticity |
Menu location |
---|
Solve → Elasticity equation |
Workbenches |
FEM |
Default shortcut |
None |
Introduced in version |
0.19 |
See also |
FEM tutorial |
Description
This equation describes the mechanical properties of rigid bodies.
Usage
- After adding an Elmer solver as described here, select it in the tree view.
- Now either use the toolbar button or the menu Solve → Elasticity equation.
- Change the special solver settings or the general solver settings if necessary.
Solver Settings
For the general solver settings, see the Elmer solver settings.
The elasticity equation provides these special settings:
- DataCalculate Pangle:
- DataCalculate Principal:
- DataCalculate Strains:
- DataCalculate Stresses:
- DataDo Frequency Analysis: If a frequency analysis should be performed (calculation of eigenmodes and eigenfrequencies).
- DataEigenmodes Count: The number of the highest eigenmode that should be calculated.
Frequency Analysis
To perform a frequency analysis (calculation if the eigenmodes and eigenfrequencies), you need to
- Set DataDo Frequency Analysis: to true
- Set DataEigenmodes Cout: to the highest number of eigenmodes you are interested in. The smaller this number the shorter the solver runtime since higher modes can be omitted to be determined.
- Add a constraint fixed and set at least one face of the body as fixed.
- Accordingto the Elmer manual the best results for eigenmode analysis are obtained with direct solving. Therefore
- Set DataLinear Sover Type to Direct.
- Set DataLinear Direct Method to Umfpack.
- Eventually run the solver.
Results
The available results depend on the solver settings. If none of them was set to true, only the displacement is calculated. Otherwise also the corresponding results will be available. If DataDo Frequency Analysis was set to true all results will be available for every calculated eigenmode.
If DataDo Frequency Analysis was set to true, the eigenvalues are output at the end of the document SolverElmerOutput that will be created in the tree view after the solver has finished. A typical output would for example be
EigenSolve: Computed 5 Eigen Values EigenSolve: 1: 9.584853E+04 0.000000E+00 EigenSolve: 2: 3.080755E+06 0.000000E+00 EigenSolve: 3: 3.725429E+06 0.000000E+00 EigenSolve: 4: 2.909430E+07 0.000000E+00 EigenSolve: 5: 3.525298E+07 0.000000E+00
The second column is hereby the real part of the eigenvalue, the third column the imaginary part.
To calculate the eigenfrequency out of it, this has to be done:
- Materials: Solid, Fluid, Nonlinear mechanical, Reinforced (concrete); Material editor
- Element geometry: Beam (1D), Beam rotation (1D), Shell (2D), Fluid flow (1D)
Constraints
- Electromagnetic: Electrostatic potential, Current density, Magnetization
- Geometrical: Plane rotation, Section print, Transform
- Mechanical: Fixed, Displacement, Contact, Tie, Spring, Force, Pressure, Centrif, Self weight
- Thermal: Initial temperature, Heat flux, Temperature, Body heat source
- Overwrite Constants: Constant vacuum permittivity
- Solve: CalculiX Standard, Elmer, Mystran, Z88; Equations: Deformation, Elasticity, Electrostatic, Electricforce, Magnetodynamic, Magnetodynamic 2D, Flow, Flux, Heat; Solver: Solver control, Solver run
- Results: Purge, Show; Postprocessing: Apply changes, Pipeline from result, Warp filter, Scalar clip filter, Function cut filter, Region clip filter, Contours filter, Line clip filter, Stress linearization plot, Data at point clip filter, Filter function plane, Filter function sphere, Filter function cylinder, Filter function box
- Additional: Preferences; FEM Install, FEM Mesh, FEM Solver, FEM CalculiX, FEM Concrete; FEM Element Types
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