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Karamba.GHopper.Results Namespace |
Class | Description | |
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![]() | Component_ApproximatePrincipalStrains |
GH-component that approximates the principal strain directions
from the model deformation at arbitrary points.
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![]() | Component_BeamDisplacements |
GH-component that returns displacements along beams: translations/rotations
in global x-, y-, and z-direction; rotations about global x-, y- and z-axis.
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![]() | Component_BeamForces |
GH-component that retrieves section forces for all beam elements of the model.
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![]() | Component_BeamResultantForce |
GH-component that retrieves maximum resultant section forces for all beam elements of the model.
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![]() | Component_DeformEnergy |
GH-component that retrieves deformation energies of the elements of the model.
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![]() | Component_ForceFlowLines_GUI_0_OBSOLETE |
GH-component that returns force flow line in shell in the global direction provided at
intersection point of given line with shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_NodalDisp |
GH-component that returns nodal displacements: translations/rotations in global x-, y-, and z-direction;
rotations about global x-, y- and z-axis.
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![]() | Component_PrincipalForcesDirs_GUI_0_OBSOLETE |
GH-component that calculates principal section force directions for each element of a shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_PrincipalMomentLines_GUI_0_OBSOLETE |
GH-component that returns principal moment lines at intersection point of given line with shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_PrincipalStressDirs_GUI_0_OBSOLETE |
GH-component that calculates principal stress directions at given layer for each shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
The setting of 'Result Threshold' limits the generated strains according to their size.
Load-cases get superimposed as defined in the nearest upstream ModelView-component.
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![]() | Component_PrincipalStressLines_GUI_0_OBSOLETE |
GH-component that returns principal stress lines at intersection point of given line with shell.
Load-cases get superimposed as defined in the nearest upstream ModelView-component.
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![]() | Component_Reaction |
GH-component that returns reaction forces and moments at supports.
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![]() | Component_ShellForces |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_ShellLineResults |
GH-component that returns results on shells as lines painted on the shell mesh
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_ShellVectorResults |
GH-component that returns results on shells as lines painted on the shell mesh
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | Component_UserIsoLines |
GH-component that returns iso-lines at intersection point of given line with shell based on user
supplied values.
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![]() | Component_UserStreamLines |
GH-component that returns stream lines at intersection point of given line
with shell based on user supplied tangent vectors.
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![]() | Component_Utilization |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%
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![]() | SubComponent_ForceFlowLines | |
![]() | SubComponent_IsoLines | |
![]() | SubComponent_PrincipalForcesDirs | |
![]() | SubComponent_PrincipalMomentLines | |
![]() | SubComponent_PrincipalStressDirs |
GH-component that calculates principal stress directions at given layer for each shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
The setting of 'Result Threshold' limits the generated strains according to their size.
Load-cases get superimposed as defined in the nearest upstream ModelView-component.
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![]() | SubComponent_PrincipalStressLines | |
![]() | SubComponent_ShellForcesLocal |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | SubComponent_ShellForcesPrincipal |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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![]() | SubComponent_Utilization_Beam |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%
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![]() | SubComponent_Utilization_Shell |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%
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