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

Code Snippet: Manipulation of Strength Properties

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()#