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COMPAS FEA2
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Site Navigation
User Guide
API Reference
Backends
Viewers
Development
More
COMPAS Framework
GitHub
Discourse
PyPI
model
Model
Part
RigidPart
Node
BeamElement
HexahedronElement
MassElement
MembraneElement
ShellElement
SpringElement
StrutElement
TieElement
TetrahedronElement
TrussElement
BeamEndPinRelease
BeamEndSliderRelease
BeamMPC
TieConstraint
TieMPC
Concrete
ConcreteDamagedPlasticity
ConcreteSmearedCrack
ElasticIsotropic
ElasticOrthotropic
ElasticPlastic
Steel
Stiff
Timber
UserMaterial
AngleSection
BoxSection
CircularSection
HexSection
ISection
MembraneSection
PipeSection
RectangularSection
ShellSection
SolidSection
SpringSection
StrutSection
TieSection
TrapezoidalSection
TrussSection
ClampBCXX
ClampBCYY
ClampBCZZ
FixedBC
GeneralBC
PinnedBC
RollerBCX
RollerBCXY
RollerBCXZ
RollerBCY
RollerBCYZ
RollerBCZ
InitialStressField
InitialTemperatureField
ElementsGroup
FacesGroup
NodesGroup
PartsGroup
_BeamEndRelease
_BoundaryCondition
_Connector
_Constraint
_Element
_Element1D
_Element2D
_Element3D
_Group
_InitialCondition
_Interaction
_Material
_Section
_Section1D
_Section2D
_Section3D
problem
Problem
GeneralStep
_Perturbation
ModalAnalysis
ComplexEigenValue
StaticStep
LinearStaticPerturbation
BucklingAnalysis
DynamicStep
QuasiStaticStep
DirectCyclicStep
GeneralDisplacement
results
Result
DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
job
InputFile
ParametersFile
API Reference
StressResult
StressResult.mohr_coulomb
StressResult.mohr_coulomb
StressResult.
mohr_coulomb
(
c
,
phi
)
[source]
On this page
StressResult.mohr_coulomb()