rs3.results.ResultEnums module

class rs3.results.ResultEnums.SolidsDataType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

SIGMA_1_EFFECTIVE = 'sigma1'

SIGMA_2_EFFECTIVE = 'sigma2'

SIGMA_3_EFFECTIVE = 'sigma3'

STRESS_MEAN = 'stressMean'

STRESS_VON_MISES = 'stressVonMises'

SIGMA_1_TOTAL = 'sigma1Total'

SIGMA_2_TOTAL = 'sigma2Total'

SIGMA_3_TOTAL = 'sigma3Total'

STRESS_MEAN_TOTAL = 'stressMeanTotal'

STRESS_VON_MISES_TOTAL = 'stressVonMisesTotal'

DISPLACEMENT_X = 'displacementX'

DISPLACEMENT_Y = 'displacementY'

DISPLACEMENT_Z = 'displacementZ'

TOTAL_DISPLACEMENT = 'totalDisplacement'

EXCESS_PWP = 'excessPWP'

TOTAL_PWP = 'totalPWP'

VOLUMETRIC_STRAIN = 'volumetricStrain'

MAX_SHEAR_STRAIN = 'maxShearStrain'

SIGMA_XX_EFFECTIVE = 'sigmaXX'

SIGMA_YY_EFFECTIVE = 'sigmaYY'

SIGMA_ZZ_EFFECTIVE = 'sigmaZZ'

SIGMA_XY_EFFECTIVE = 'sigmaXY'

SIGMA_XZ_EFFECTIVE = 'sigmaXZ'

SIGMA_YZ_EFFECTIVE = 'sigmaYZ'

SIGMA_XX_TOTAL = 'sigmaXXTotal'

SIGMA_YY_TOTAL = 'sigmaYYTotal'

SIGMA_ZZ_TOTAL = 'sigmaZZTotal'

SIGMA_XY_TOTAL = 'sigmaXYTotal'

SIGMA_XZ_TOTAL = 'sigmaXZTotal'

SIGMA_YZ_TOTAL = 'sigmaYZTotal'

STRAIN_P_MAJOR = 'strainPMajor'

STRAIN_P_MEAN = 'strainPMean'

STRAIN_P_MINOR = 'strainPMinor'

STRAIN_XX = 'strainXX'

STRAIN_YY = 'strainYY'

STRAIN_ZZ = 'strainZZ'

STRAIN_XY = 'strainXY'

STRAIN_XZ = 'strainXZ'

STRAIN_YZ = 'strainYZ'

PRESSURE_HEAD = 'pressureHead'

TOTAL_HEAD = 'totalHead'

DISCHARGE_VELOCITY_X = 'dischargeVelocityX'

DISCHARGE_VELOCITY_Y = 'dischargeVelocityY'

DISCHARGE_VELOCITY_Z = 'dischargeVelocityZ'

TOTAL_DISCHARGE_VELOCITY = 'totalDischargeVelocity'

HYDRAULIC_GRADIENT_X = 'hydraulicGradientX'

HYDRAULIC_GRADIENT_Y = 'hydraulicGradientY'

HYDRAULIC_GRADIENT_Z = 'hydraulicGradientZ'

HYDRAULIC_GRADIENT_TOTAL = 'hydraulicGradientTotal'

DEGREE_SATURATION = 'degreeSaturation'

STRENGTH_FACTOR = 'strengthFactor'

class rs3.results.ResultEnums.BeamsDataType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

AXIS_FORCE = 'axisForce'

SHEAR_FORCE_MIN_AXIS = 'shearForceMinAxis'

SHEAR_FORCE_MAX_AXIS = 'shearForceMaxAxis'

MOMENT_MIN_AXIS = 'momentMinAxis'

MOMENT_MAX_AXIS = 'momentMaxAxis'

DISPLACEMENT_X = 'displacementX'

DISPLACEMENT_Y = 'displacementY'

DISPLACEMENT_Z = 'displacementZ'

DISPLACEMENT_TOTAL = 'displacementTotal'

class rs3.results.ResultEnums.PileInterfaceDataType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

SHEAR_FORCE = 'shearForce'

NORMAL_FORCE_MIN_AXIS = 'normalForceMinAxis'

NORMAL_FORCE_MAX_AXIS = 'normalForceMaxAxis'

CONFINING_STRESS = 'confiningStress'

DISPLACEMENT_X = 'displacementX'

DISPLACEMENT_Y = 'displacementY'

DISPLACEMENT_Z = 'displacementZ'

DISPLACEMENT_TOTAL = 'displacementTotal'

class rs3.results.ResultEnums.BeamForepolePileGaussPointFailureType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

NONE = 'No failure'

SHEAR = 'Shear failure'

TENSION = 'Tension failure'

TENSION_SHEAR = 'Shear + tension failure'

COMPRESSION = 'Compression failure'

class rs3.results.ResultEnums.LinerResultTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: Enum

DISPLACEMENT_X = 'DISPLACEMENT_X'

DISPLACEMENT_Y = 'DISPLACEMENT_Y'

DISPLACEMENT_Z = 'DISPLACEMENT_Z'

TOTAL_DISPLACEMENT = 'TOTAL_DISPLACEMENT'

NORMAL_DISPLACEMENT = 'NORMAL_DISPLACEMENT'

AXIAL_FORCE_XX = 'AXIAL_FORCE_XX'

AXIAL_FORCE_YY = 'AXIAL_FORCE_YY'

AXIAL_FORCE_ZZ = 'AXIAL_FORCE_ZZ'

SHEAR_FORCE_YZ = 'SHEAR_FORCE_YZ'

SHEAR_FORCE_XZ = 'SHEAR_FORCE_XZ'

SHEAR_FORCE_XY = 'SHEAR_FORCE_XY'

MOMENT_XX = 'MOMENT_XX'

MOMENT_YY = 'MOMENT_YY'

MOMENT_ZZ = 'MOMENT_ZZ'

MOMENT_YZ = 'MOMENT_YZ'

MOMENT_XZ = 'MOMENT_XZ'

MOMENT_XY = 'MOMENT_XY'

class rs3.results.ResultEnums.InterfaceResultTypes(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: Enum

DISPLACEMENT_X = 'DISPLACEMENT_X'

DISPLACEMENT_Y = 'DISPLACEMENT_Y'

DISPLACEMENT_Z = 'DISPLACEMENT_Z'

NORMAL_STRESS = 'NORMAL_STRESS'

SHEAR_STRESS = 'SHEAR_STRESS'

PLASTIC_STRAIN = 'PLASTIC_STRAIN'

DISPLACEMENT_NORMAL = 'DISPLACEMENT_NORMAL'

DISPLACEMENT_SHEAR = 'DISPLACEMENT_SHEAR'

class rs3.results.ResultEnums.LinerGaussPointFailureCombinations(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: Enum

NONE = 'NONE'

TENSION = 'TENSION'

COMPRESSION = 'COMPRESSION'

class rs3.results.ResultEnums.JointGaussPointFailureCombinations(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: Enum

NONE = 'NONE'

SHEAR = 'SHEAR'

TENSION = 'TENSION'

TENSION_SHEAR = 'TENSION_SHEAR'

class rs3.results.ResultEnums.BoltDataType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

AXIAL_FORCE = 'axialForce'

AXIAL_STRESS = 'axialStress'

DISPLACEMENT_X = 'displacementX'

DISPLACEMENT_Y = 'displacementY'

DISPLACEMENT_Z = 'displacementZ'

DISPLACEMENT_TOTAL = 'displacementTotal'

INTERFACE_SHEAR_FORCE = 'interfaceShearForce'

INTERFACE_DISPLACEMENT_X = 'interfaceDisplacementX'

INTERFACE_DISPLACEMENT_Y = 'interfaceDisplacementY'

INTERFACE_DISPLACEMENT_Z = 'interfaceDisplacementZ'

INTERFACE_DISPLACEMENT_TOTAL = 'interfaceDisplacementTotal'

class rs3.results.ResultEnums.BoltGaussPointFailureType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Bases: str, Enum

NONE = 'No failure'

SHEAR = 'Shear failure'

TENSION = 'Tension failure'

TENSION_SHEAR = 'Shear + tension failure'

COMPRESSION = 'Compression failure'