![]() |
Karamba.Results Namespace |
Class | Description | |
---|---|---|
![]() | ApproximatePrincipalStrains |
Calculates approximate principal strains from a point cloud derived from an arbitrary surface.
|
![]() | BeamCrossSectionElementStatesVisitor |
A ModelElementVisitor that collects cross section's Element1DState
from all the ModelElementStraightLine of the model.
|
![]() | BeamCrossSectionForcesVisitor |
Visitor that gathers geometries connected with the display of internal forces and moments for a 1D element.
|
![]() | BeamDisplacements |
Retrieves translational and rotational displacements on elements.
|
![]() | BeamForces |
Retrieves section forces along all elements.
|
![]() | BeamLoadElementStatesVisitor |
A ModelElementVisitor that collects Element1DState on load's positions
from all the ModelElementStraightLine of the model.
|
![]() | BeamResultantForces |
Retrieves resultant section forces.
|
![]() | BeamsCroSec |
Visitor that gathers the beams cross section meshes.
|
![]() | BeamsCroSecParallel |
Visitor that gathers the beams cross section meshes.
|
![]() | BeamsResultantDisp |
Visitor that gathers the beams colored displaced meshes.
|
![]() | BeamsResultantDispParallel |
Parallel visitor that gathers the beams colored displaced meshes.
|
![]() | BeamsStrainMesh |
Visitor that gathers the beams strain meshes.
|
![]() | BeamsStrainMeshParallel |
Visitor that gathers the beams strain meshes.
|
![]() | BeamsStressMesh |
Visitor that gathers the beams stress meshes.
|
![]() | BeamsStressMeshParallel |
Parallel visitor that gathers the beams stress meshes.
|
![]() | BeamsUtilization |
Visitor that gathers the beams utilization meshes.
|
![]() | BeamsUtilizationParallel |
Parallel visitor that gathers the beams utilization meshes.
|
![]() | ColoredMeshResultsParallel_Item |
class for gathering mesh result of one item in parallel.
|
![]() | ColoredMeshResultsVisitor |
Visitor that gathers colored mesh-like results from the elements.
it adapts the coloring to the min/max result values and generates
a legend for color-value display.
|
![]() | ColoredMeshResultsVisitorParallel |
parallel visitor for gathering mesh results.
|
![]() | Component_Reaction_Deprecated_0 |
Retrieves reactions at supports
Deprecated on 06.09.2017.
|
![]() | Component_Utilization_Shell_0_Deprecated |
Retrieves the utilization of elements.
|
![]() | DeformEnergy |
Retrieves axial- and bending-energy of elements.
|
![]() | DeformEnergy_1_OBSOLETE |
Retrieves axial- and bending-energy of elements.
|
![]() | ElementDisplacedGeometryVisitor |
Serially generates the deformed geometry of the element and add it to the list of curves
and meshes.
|
![]() | ElementDisplacedGeometryVisitorParallel |
Parallel generator for the deformed geometry of the element
and meshes.
|
![]() | ElementGeometryVisitor |
Generate the deformed geometry of the element and add it to the list of curves
and meshes.
|
![]() | ElementsResultantDisp |
Visitor that gathers the elements colored displaced meshes.
|
![]() | ElementsResultantDispParallel |
Visitor that gathers the elements colored displaced meshes.
|
![]() | ForceFlowLines |
Generates force flow lines.
|
![]() | IsoLines |
Retrieves force flow lines.
|
![]() | MeshResultsVisitor |
Visitor that gathers mesh-like results from the elements.
|
![]() | MeshResultsVisitorParallel | Parallel visitor that gathers mesh-like results from the elements. |
![]() | NodalDisp |
Retrieves nodal displacements.
|
![]() | NodalDisp_Deprecated_1 |
Retrieves nodal displacements
Deprecated on 06.09.2017.
|
![]() | NodeForces |
Retrieves section forces for elements around a node.
|
![]() | NodeForcesNodeForcesResult |
Results for a beam at a node.
|
![]() | PrincipalForcesDirs |
Retrieves principal stress directions for shell elements.
|
![]() | PrincipalMomentLines |
Retrieves principal moment lines.
|
![]() | PrincipalStressDirs |
Retrieves principal stress directions for shell elements.
|
![]() | PrincipalStressLines |
Retrieves principal stress lines.
|
![]() | Reaction |
Retrieves reactions at supports.
|
![]() | ResultsRenderLimits |
Set of data to specify the rendering range of colored result plots.
|
![]() | ShellForcesLocal |
Retrieves section forces along all elements.
|
![]() | ShellForcesPrincipal |
Retrieves section forces along all elements.
|
![]() | ShellsCroSecBoundariesColored |
Visitor that gathers the shells thickness distribution as a colored mesh.
|
![]() | ShellsCroSecThicknessColored |
Visitor that gathers the shells thickness distribution as a coloured mesh.
|
![]() | ShellsLocalCrossSectionForces |
Visitor that gathers local values of resultants from the elements.
|
![]() | ShellsPrincipalCrossSectionForces |
Visitor that gathers principal values of resultants from the elements.
|
![]() | ShellsPrincipalResultantsVectors |
Visitor that gathers principal directions of resultants from the elements.
|
![]() | ShellsPrincipalSigEpsMesh |
Visitor for displaying principal strains on shells.
|
![]() | ShellsPrincipalSigEpsVectors | Visitor that gathers stress/strain results from the elements. |
![]() | ShellsResultantDisp |
Visitor for gathering resultant displacements on shells as colored meshes.
|
![]() | ShellsUtilisationMesh |
Visitor for gathering principal strains on shells.
|
![]() | ShellsUtilisationTopAndBottomLayer |
Visitor that gathers the shells colored result meshes for the utilization of the top- and bottom layer of the shell.
|
![]() | TransverseShearLines |
Retrieves transverse shear lines.
|
![]() | Utilization | Retrieves the utilization of elements. |
![]() | Utilization_Beam |
Retrieves the utilization of elements.
|
![]() | Utilization_Shell |
Retrieves the utilization of elements.
|
![]() | UtilizationResults | structure for storing the results of the design calculations according to EC3. |
![]() | UtilizationResults_Beam |
compound structure for storing the results of the design calculations according to EC3 for beams.
|
![]() | UtilizationResults_Item |
utilization results of one section.
|
![]() | UtilizationResults_Shell |
structure for storing the results of the design calculations according to EC3.
|