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Site Navigation
User Guide
API Reference
Backends
Development
COMPAS Framework
GitHub
Discourse
PyPI
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InputFile
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model
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_Element
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BeamElement
SpringElement
TrussElement
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TieElement
ShellElement
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_Element3D
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UserMaterial
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ElasticIsotropic
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ElasticPlastic
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ConcreteSmearedCrack
ConcreteDamagedPlasticity
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CircularSection
HexSection
ISection
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RectangularSection
ShellSection
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SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
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_BoundaryCondition
GeneralBC
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PinnedBC
ClampBCXX
ClampBCYY
ClampBCZZ
RollerBCX
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RollerBCZ
RollerBCXY
RollerBCYZ
RollerBCXZ
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ElementsGroup
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postprocess
principal_stresses
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
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_PrescribedField
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Load
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StressResult
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ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
SolidStressResult
SolidStressResult.compute_mohr_circle_2d
SolidStressResult.compute_mohr_circle_2d
SolidStressResult.
compute_mohr_circle_2d
(
**
kwargs
)
[source]
On this page
SolidStressResult.compute_mohr_circle_2d()