Extract results on named selections (modal simulation)#

This example shows how to process a modal simulation to extract results like displacement and stress. It selects subparts of the results by scoping on specific nodes and also shows elements.

Perform required imports#

Perform required imports. This example uses a supplied file that you can get by importing the DPF examples package.

from ansys.dpf import post
from ansys.dpf.post import examples

Get Simulation object#

Get the Simulation object that allows access to the result. The Simulation object must be instantiated with the path for the result file. For example, "C:/Users/user/my_result.rst" on Windows or "/home/user/my_result.rst" on Linux.

example_path = examples.download_modal_frame()
# to automatically detect the simulation type, use:
simulation = post.load_simulation(example_path)

# to enable auto-completion, use the equivalent:
simulation = post.ModalMechanicalSimulation(example_path)

# print the simulation to get an overview of what's available
print(simulation)
Modal Mechanical Simulation.


Data Sources
------------------------------
/opt/hostedtoolcache/Python/3.10.16/x64/lib/python3.10/site-packages/ansys/dpf/core/examples/result_files/modal/frame.rst

DPF Model
------------------------------
Modal analysis
Unit system: NMM: mm, ton, N, s, mV, mA, degC
Physics Type: Mechanical
Available results:
     -  displacement: Nodal Displacement
     -  stress: ElementalNodal Stress
     -  elastic_strain: ElementalNodal Strain
     -  element_euler_angles: ElementalNodal Element Euler Angles
------------------------------
DPF  Meshed Region:
  5886 nodes
  2842 elements
  Unit: mm
  With solid (3D) elements
------------------------------
DPF  Time/Freq Support:
  Number of sets: 6
Cumulative     Frequency (Hz) LoadStep       Substep
1              253.615690     1              1
2              317.918491     1              2
3              329.825709     1              3
4              575.619678     1              4
5              621.973976     1              5
6              667.364882     1              6

Get available named selections#

print(simulation.named_selections)
['BAR_1', 'BAR_2', 'FACES_INTERIOR_PINS', '_FIXEDSU']

Extract displacements on named selections#

bar1_tot_displacement = simulation.displacement(named_selections=["BAR_1"], norm=True)
print(bar1_tot_displacement)
bar1_tot_displacement.plot()

bar2_tot_displacement = simulation.displacement(named_selections=["BAR_2"], norm=True)
print(bar2_tot_displacement)
bar2_tot_displacement.plot()

# both
tot_displacement = simulation.displacement(
    named_selections=["BAR_1", "BAR_2"], norm=True
)
print(tot_displacement)
tot_displacement.plot()
  • 01 named selections modal simulation
  • 01 named selections modal simulation
  • 01 named selections modal simulation
 results   U_N (mm)
 set_ids          1
node_ids
      72 6.2179e-01
      73 5.0563e-01
      74 2.4093e-01
      75 2.2909e-01
      76 4.8153e-01
      77 4.7876e+00
     ...        ...


 results   U_N (mm)
 set_ids          1
node_ids
      17 5.0483e-01
      18 7.7196e-01
      19 1.2061e+00
      20 2.1481e+00
      21 3.3862e+00
      22 0.0000e+00
     ...        ...


 results   U_N (mm)
 set_ids          1
node_ids
      72 6.2179e-01
      73 5.0563e-01
      74 2.4093e-01
      75 2.2909e-01
      76 4.8153e-01
      77 4.7876e+00
     ...        ...

Extract stress and averaged stress on named selections#

eqv_stress = simulation.stress_eqv_von_mises_nodal(named_selections=["_FIXEDSU"])
print(eqv_stress)

# without selection
elemental_stress = simulation.stress_elemental(named_selections=["BAR_1"])
print(elemental_stress)
elemental_stress.plot()
01 named selections modal simulation
 results S_VM (MPa)
 set_ids          1
node_ids
      22 8.0765e+02
     349 1.0934e+03
      15 1.0859e+03
     371 7.3710e+02
     406 3.4030e+02
     408 4.1398e+02
     ...        ...


               results    S (MPa)
               set_ids          1
element_ids components
       1137         XX 2.1033e+02
                    YY 1.4585e+02
                    ZZ 6.4862e+02
                    XY 7.8062e+00
                    YZ 3.9888e+01
                    XZ 1.3070e+01
        ...        ...        ...

Total running time of the script: (0 minutes 2.829 seconds)

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