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User Guide
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Backends
Development
COMPAS Framework
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job
InputFile
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model
Model
DeformablePart
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_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
MembraneElement
_Element3D
TetrahedronElement
HexahedronElement
_BeamEndRelease
BeamEndPinRelease
BeamEndSliderRelease
_Constraint
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TieMPC
BeamMPC
TieConstraint
_Material
UserMaterial
Stiff
ElasticIsotropic
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ElasticPlastic
Concrete
ConcreteSmearedCrack
ConcreteDamagedPlasticity
Steel
Timber
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AngleSection
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CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
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SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
FixedBC
PinnedBC
ClampBCXX
ClampBCYY
ClampBCZZ
RollerBCX
RollerBCY
RollerBCZ
RollerBCXY
RollerBCYZ
RollerBCXZ
_InitialCondition
InitialTemperatureField
InitialStressField
_Group
NodesGroup
ElementsGroup
FacesGroup
PartsGroup
postprocess
principal_stresses
problem
Problem
Step
GeneralStep
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ModalAnalysis
ComplexEigenValue
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LinearStaticPerturbation
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DynamicStep
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_PrescribedField
PrescribedTemperatureField
Load
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EdgeLoad
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GravityLoad
TributaryLoad
HarmonicPointLoad
HarmonicPressureLoad
ThermalLoad
LoadCombination
GeneralDisplacement
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NodeLoadPattern
PointLoadPattern
LineLoadPattern
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FieldOutput
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results
Result
DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
HexahedronElement
HexahedronElement.jobdata
HexahedronElement.jobdata
HexahedronElement.
jobdata
(
**
kwargs
)
[source]
On this page
HexahedronElement.jobdata()