bluemira.structural.result

FE result object

Classes

Result

Container class for storing results

Module Contents

class bluemira.structural.result.Result(geometry: bluemira.structural.geometry.Geometry, load_case: bluemira.structural.loads.LoadCase, deflections: numpy.ndarray, reactions: numpy.ndarray, cyclic_symmetry: bluemira.structural.symmetry.CyclicSymmetry | None)

Container class for storing results

Parameters:
__slots__ = ('_cycle_sym', '_max_deflections', '_max_stresses', '_safety_factors', '_stresses',...
geometry
load_case
deflections
deflections_xyz
reactions
_cycle_sym
_stresses = None
_max_stresses = None
_safety_factors = None
_max_deflections = None
_get_values()

Get the maximum values of stress, deflection, and safety factors over all the Elements in the Geometry.

make_deformed_geometry(scale: float = 30.0) → bluemira.structural.geometry.DeformedGeometry

Make deformed geometry of the result

Parameters:

scale (float) – The scale for the deformations

Return type:

The deformed geometry of the Result at the specified scale

_make_cyclic_geometry(geometry: bluemira.structural.geometry.Geometry | None = None) → list[bluemira.structural.geometry.Geometry | bluemira.structural.geometry.DeformedGeometry]
Parameters:

geometry (bluemira.structural.geometry.Geometry | None)

Return type:

list[bluemira.structural.geometry.Geometry | bluemira.structural.geometry.DeformedGeometry]

plot(deformation_scale: float = 10.0, ax: matplotlib.pyplot.Axes | None = None, *, stress: bool = False, deflection: bool = False, pattern: bool = False, **kwargs)

Plot the Result of the finite element analysis

Parameters:

  • deformation_scale (float) – The scale of the deformation to be shown in the plot

  • ax (matplotlib.pyplot.Axes | None) – The Axes onto which to plot (should be 3-D).

  • stress (bool) – Whether or not to plot stresses [color map]

  • deflection (bool) – Whether or not to plot deflection [color map]

  • pattern (bool) – Whether or not to pattern the model (if symmetry was used)