rs2.modeler.properties.material.strength.SofteningHardeningModel module

class rs2.modeler.properties.material.strength.SofteningHardeningModel.SofteningHardeningModelStageFactor(client: Client, ID, propertyID)

Bases: ProxyObject

getHardeningPropertyFactor() → float

getInitialMeanStressFactor() → float

getLambdaKappaFactor() → float

getPeakCohesionFactor() → float

getPeakFrictionAngleFactor() → float

getPeakTensileStrengthFactor() → float

getDilationAngleFactor() → float

class rs2.modeler.properties.material.strength.SofteningHardeningModel.SofteningHardeningModelDefinedStageFactor(client: Client, ID, propertyID)

Bases: SofteningHardeningModelStageFactor

setHardeningPropertyFactor(value: float)

setInitialMeanStressFactor(value: float)

setLambdaKappaFactor(value: float)

setPeakCohesionFactor(value: float)

setPeakFrictionAngleFactor(value: float)

setPeakTensileStrengthFactor(value: float)

setDilationAngleFactor(value: float)

class rs2.modeler.properties.material.strength.SofteningHardeningModel.SofteningHardeningModel(client: Client, ID, documentProxyID, stageFactorInterfaceID)

Bases: PropertyProxy

Variables:

stageFactorInterface (AbsoluteStageFactorGettersInterface[SofteningHardeningModelDefinedStageFactor, SofteningHardeningModelStageFactor]) – Reference object for modifying stage factor property.

Examples

Material Strength Properties Script Examples

getPeakTensileStrength() → float

setPeakTensileStrength(value: float)

getPeakFrictionAngle() → float

setPeakFrictionAngle(value: float)

getPeakCohesion() → float

setPeakCohesion(value: float)

getConeHardeningType() → ConeHardeningTypes

setConeHardeningType(value: ConeHardeningTypes)

getHardeningProperty() → float

setHardeningProperty(value: float)

getDilationAngle() → float

setDilationAngle(value: float)

getConeDilationType() → DilationTypes

setConeDilationType(value: DilationTypes)

getCapType() → CapTypes

setCapType(value: CapTypes)

getCapHardeningType() → CapHardeningTypes

setCapHardeningType(value: CapHardeningTypes)

getInitialMeanStress() → float

setInitialMeanStress(value: float)

getLambdaKappa() → float

setLambdaKappa(value: float)

setSHConeHardening(plasticStrainVsFrictionAngle: list[tuple[float, float]], plasticStrainVsCohesion: list[tuple[float, float]])

plasticStrainVsFrictionAngle: list of tuples, (plainStrain, frictionAngle) plasticStrainVsCohesion: list of tuples, (plasticStrain, Cohesion)

getSHConeHardening() → tuple[list[tuple[float, float]], list[tuple[float, float]]]

returns a tuple of (plasticStrainVsFrictionAngle, plasticStrainVsCohesion), where plasticStrainVsFrictionAngle: list of tuples, (plainStrain, frictionAngle) plasticStrainVsCohesion: list of tuples, (plasticStrain, Cohesion)

setSHCapMeanStress(meanStress: list[tuple[float, float]])

meanStress is a list of (x,y) tuples.

getSHCapMeanStress() → list[tuple[float, float]]

returns a list of (x,y) tuples.

setProperties(PeakTensileStrength: float = None, PeakFrictionAngle: float = None, PeakCohesion: float = None, ConeHardeningType: ConeHardeningTypes = None, HardeningProperty: float = None, DilationAngle: float = None, ConeDilationType: DilationTypes = None, CapType: CapTypes = None, CapHardeningType: CapHardeningTypes = None, InitialMeanStress: float = None, LambdaKappa: float = None)

getProperties()