rs2.modeler.properties.material.strength.Strength module

class rs2.modeler.properties.material.strength.Strength.StrengthStageFactor(client: Client, ID, propertyID)

Bases: ProxyObject

getAirEntryValueFactor() → float

getUnsaturatedShearStrengthAngleFactor() → float

getResetYield() → bool

class rs2.modeler.properties.material.strength.Strength.StrengthDefinedStageFactor(client: Client, ID, propertyID)

Bases: StrengthStageFactor

setAirEntryValueFactor(value: float)

setUnsaturatedShearStrengthAngleFactor(value: float)

setResetYield(resetYield: bool)

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

Bases: PropertyProxy

Variables:

• stageFactorInterface (AbsoluteStageFactorGettersInterface[StrengthDefinedStageFactor, StrengthStageFactor]) – Reference object for modifying stage factor property.

• MohrCoulombStrength (MohrCoulombStrength) – Reference object for modifying property.

• HoekBrown (HoekBrown) – Reference object for modifying property.

• DruckerPrager (DruckerPrager) – Reference object for modifying property.

• GeneralizedHoekBrown (GeneralizedHoekBrown) – Reference object for modifying property.

• DiscreteFunction (Strength.DiscreteFunction) – Reference object for modifying property.

• CamClay (CamClay) – Reference object for modifying property.

• ModifiedCamClay (ModifiedCamClay) – Reference object for modifying property.

• MohrCoulombWithCap (MohrCoulombWithCap) – Reference object for modifying property.

• SofteningHardeningModel (SofteningHardeningModel) – Reference object for modifying property.

• BarcelonaBasic (BarcelonaBasic) – Reference object for modifying property.

• NorSandStrength (NorSandStrength) – Reference object for modifying property.

• BoundingSurfacePlasticity (BoundingSurfacePlasticity) – Reference object for modifying property.

• ManzariAndDafaliasStrength (ManzariAndDafaliasStrength) – Reference object for modifying property.

• PM4SandStrength (PM4SandStrength) – Reference object for modifying property.

• PM4SiltStrength (PM4SiltStrength) – Reference object for modifying property.

• Finn (Finn) – Reference object for modifying property.

• BartonBandisStrength (BartonBandisStrength) – Reference object for modifying property.

• Hyperbolic (Hyperbolic) – Reference object for modifying property.

• PowerCurve (PowerCurve) – Reference object for modifying property.

• ShearNormalFunction (Strength.ShearNormalFunction) – Reference object for modifying property.

• Shansep (Shansep) – Reference object for modifying property.

• VerticalStressRatio (VerticalStressRatio) – Reference object for modifying property.

• SnowdenModAnisotropicLinear (SnowdenModAnisotropicLinear) – Reference object for modifying property.

• AnisotropicLinear (AnisotropicLinear) – Reference object for modifying property.

• GeneralizedAnisotropic (GeneralizedAnisotropic) – Reference object for modifying property.

• JointedMohrCoulomb (JointedMohrCoulomb) – Reference object for modifying property.

• JointedGeneralizedHoekBrown (JointedGeneralizedHoekBrown) – Reference object for modifying property.

• ChSoilStrength (ChSoilStrength) – Reference object for modifying property.

• CySoilStrength (CySoilStrength) – Reference object for modifying property.

• DoubleYieldStrength (DoubleYieldStrength) – Reference object for modifying property.

• HardeningSoilStrength (HardeningSoilStrength) – Reference object for modifying property.

• HardeningSoilWithSmallStrainStiffness (HardeningSoilWithSmallStrainStiffness) – Reference object for modifying property.

• SoftSoilStrength (SoftSoilStrength) – Reference object for modifying property.

• SoftSoilCreepStrength (SoftSoilCreepStrength) – Reference object for modifying property.

• SwellingRockStrength (SwellingRockStrength) – Reference object for modifying property.

Examples

Code Snippet: Manipulation of Strength Properties

getFailureCriterion() → StrengthCriteriaTypes

setFailureCriterion(value: StrengthCriteriaTypes)

getUnsaturatedBehavior() → UnsaturatedParameterType

setUnsaturatedBehavior(value: UnsaturatedParameterType)

getUnsaturatedShearStrengthType() → UnsaturatedShearStrengthType

setUnsaturatedShearStrengthType(value: UnsaturatedShearStrengthType)

getUnsaturatedShearStrengthAngle() → float

setUnsaturatedShearStrengthAngle(value: float)

getAirEntryValue() → float

setAirEntryValue(value: float)

getSingleEffectiveStressMethod() → UnsaturatedSingleEffectiveStressMethod

setSingleEffectiveStressMethod(value: UnsaturatedSingleEffectiveStressMethod)

getAlpha() → float

setAlpha(value: float)

getAirEntrySuction() → float

setAirEntrySuction(value: float)

getCriticalSuction() → float

setCriticalSuction(value: float)

getMaterialParameter() → float

setMaterialParameter(value: float)

getUseCutoff() → bool

setUseCutoff(value: bool)

getCutoffValue() → float

setCutoffValue(value: float)

getTabularValues() → UnsaturatedTabularValueMethod

setTabularValues(value: UnsaturatedTabularValueMethod)

setUnsaturatedZoneTableWithRespectToSuction(coefficients: list[float], values: list[float])

Specify the coefficient and values with respect to suction.

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

Returns a tuple of lists where the first element is coefficients and the second is values with respect to suction.

setUnsaturatedZoneTableWithRespectToDegreeOfSaturation(coefficients: list[float], values: list[float])

Specify the coefficient and values with respect to degree of saturation.

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

Returns a tuple of lists where the first element is coefficients and the second is values with respect to degree of saturation.

setUnsaturatedZoneTableWithRespectToEffectiveDegreeOfSaturation(coefficients: list[float], values: list[float])

Specify the coefficient and values with respect to effective degree of saturation.

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

Returns a tuple of lists where the first element is coefficients and the second is values with respect to effective degree of saturation.