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Contents
The verification examples are simple examples suitable to test distinct features. They can be used to check whether the installation of CalculiX is correct, or to find examples when using a new feature.
1 - 50 | 51 - 100 | 101 - 150 | 151 - 200 | 201 - 250 | 251 - 300 | 301 - 350 | 351 - 400 | 401 - 421
| Verification Examples 1 through 50 of 421 | ||||
|---|---|---|---|---|
| Deck | Structure | Test Objective | Solve | Reference Results |
| beam8f.inp | cantilever beam.
| Calculation of eigenfrequencies and eigenmodes with C3D8 elements. | beam8f.dat | |
| beam8b.inp | beam fixed at one end and compressed on
| *BUCKLING option with C3D8 elements; beamb uses C3D20 elements. | beam8b.dat | |
| beam20t.inp | heated beam fixed in between two walls.
| element type C3D20. | beam20t.dat | |
| beam20p.inp | cantilever beam under shear forces.
| element type C3D20. | beam20p.dat | |
| beam10p.inp | cantilever beam under pressure.
| C3D10 elements. | beam10p.dat | |
| ball.inp | ball falling on plate.
| dynamic contact. for complete calculation change step time from 0.001 to 1.00 | ball.dat | |
| b31.inp | cantilever beam, one element
| B31 elements. | b31.dat b31.frd | |
| axrad2.inp | cylinder with several cavities
| cavity radiation for axisymmetric elements If you run this example for the first time, replace *VIEWFACTOR,READ into *VIEWFACTOR,WRITE. It leads to the | axrad2.dat | |
| axrad.inp | cylindrical shell
| cavity radiation for axisymmetric elements | axrad.dat | |
| axiplane.inp | disk with plate.
| combination of axisymmetric elements with plane stress elements. | axiplane.dat | |
| axial.inp | disk segment.
| CAX8R elements. | axial.dat | |
| ax6ht.inp | disk.
| heat transfer with CAX6 elements | ax6ht.dat | |
| ax6.inp | disk.
| CAX6 elements | ax6.dat | |
| artery5.inp | hollow tube.
| network pressure MPC; the dependent node also belongs to a convective film condition dependent node has a lower node number | artery5.frd | |
| artery4.inp | hollow tube.
| network pressure MPC; the dependent node also belongs to a convective film condition | artery4.frd | |
| artery3.inp | hollow tube.
| network pressure MPC | artery3.frd | |
| artery2.inp | hollow tube.
| fluid-structure coupling in an artery pressure on tube wall depends on fluid pressure, fluid pressure depends on | artery2.dat | |
| artery1.inp | hollow tube.
| fluid pressure calculated in a thermal step applied as boundary condition in a subsequent static step | artery1.dat | |
| aniso.inp | cantilever beam.
| fully anisotropic material. | aniso.dat | |
| anipla.inp | 1 element under tension.
| elastically anisotropic material with isotropic viscoplastic behavior: user routine umat_aniso_plas.f | anipla.dat | |
| aircolumn.inp | air column
| eigenfrequencies of the wave equation | aircolumn.dat | |
| acou4.inp | half open air column
| implicit dynamic calculation: pressure increase on open end air is modeled as linear elastic | acou4.dat | |
| acou3.inp | half open air column
| modal dynamic calculation: pressure increase on open end air is modeled as linear elastic | acou3.dat | |
| acou2.inp | half open air column
| harmonic pressure excitation at open end | acou2.dat | |
| acou1.inp | half open air column
| modal dynamic calculation: pressure increase on open end | acou1.dat | |
| achtelp.inp | cube.
| point loads. | achtelp.dat | |
| achtelg.inp | cube.
| gravity load. | achtelg.dat | |
| achteld.inp | cube.
| prescribed displacements. | achteld.dat | |
| achtelcas.inp | cube.
| cascaded equations. | achtelcas.dat | |
| achtelc.inp | cube.
| centrifugal forces. | achtelc.dat | |
| achtel9.inp | cube.
| equations with 9 terms. | achtel9.dat | |
| achtel29.inp | cube.
| mixture of equations with 2 and 9 terms. | achtel29.dat | |
| achtel2.inp | cube.
| equations with 2 terms. | achtel2.dat | |
| beampo3.inp | cantilever beam.
| *ORIENTATION card. stress storage in local coordinates | beampo3.dat | |
| beampo2.inp | cantilever beam.
| *ORIENTATION card. | beampo2.dat | |
| beampo1.inp | cantilever beam.
| orthotropic material. | beampo1.dat | |
| beamplane.inp | cantilever beam under bending.
| PLANE MPC. | beamplane.dat | |
| beampl.inp | cantilever beam under tension.
| deformation plasticity. | beampl.dat | |
| beampkin.inp | cantilever beam loaded by tensile forces.
| plasticity with kinematic hardening. | beampkin.dat | |
| beampisof.inp | cantilever beam loaded by tensile forces.
| plasticity with isotropic hardening, followed by frequency calculation | beampisof.dat | |
| beampiso2.inp | cantilever beam loaded by tensile forces.
| plasticity with isotropic hardening, followed by creep use of *CHANGE MATERIAL and *CHANGE PLASTIC | beampiso2.dat | |
| beampiso.inp | cantilever beam loaded by tensile forces.
| plasticity with isotropic hardening | beampiso.dat | |
| beampis.inp | cantilever beam under shear forces.
| check of the iterative solver with diagonal scaling. | beampis.dat | |
| beampik.inp | cantilever beam loaded by tensile forces.
| plasticity with combined hardening. | beampik.dat | |
| beampic.inp | cantilever beam under shear forces.
| check of the iterative solver with Cholesky preconditioning | beampic.dat | |
| beampfix.inp | cantilever beam.
| parameter FIXED on *BOUNDARY card | beampfix.dat | |
| beamperror.inp | cantilever beam.
| error estimator (ERR). | beamperror.frd | |
| beampdepmpc.inp | cantilever beam.
| force on dependent node of MPC. | beampdepmpc.dat | |
| beampd.inp | cantilever beam under forced displacements.
| plasticity with kinematic hardening. | beampd.dat | |
| beamp2stage.inp | cantilever beam.
| set defined by two *NSET cards. | beamp2stage.dat | |
1 - 50 | 51 - 100 | 101 - 150 | 151 - 200 | 201 - 250 | 251 - 300 | 301 - 350 | 351 - 400 | 401 - 421
All verification examples are stored in ccx_2.13.test.tar.bz2. The larger fluid examples can be found in ccx_2.13.testfluid.tar.bz2.
