Materials

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

CompositeLayers

Layers: Composite material layers in order from top to bottom.

Type:

PVector

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constant: Constant value | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

KPlastic

Plastic behavior. | Constant: Constant value

Type:

Enumerate: { LinearElastic, DruckerPrager, CamClay, MohrCoulomb, HoekBrown, NonlinearElastic, Hyperbolic, SmallStrainOverlay }

Densities

Densities.

Type:

GeotDensity

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

GeotDensity:
TpRho

ρ type: Type of density/specific weight.

Type:

Enumerate: { Dry, Solid, Apparent, Submerged, Saturated }

DensDry

ρ dry: Dry density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DensSolid

ρ solid: Solid density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DensApparent

ρ apparent: Apparent density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DensSubmerged

ρ submerged: Submerged density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DensSaturated

ρ saturated: Saturated density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DensWater

ρ water: Water density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightDry

γ dry: Dry specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightSolid

γ solid: Solid specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightApparent

γ apparent: Apparent specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightSubmerged

γ submerged: Submerged specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightSaturated

γ saturated: Saturated specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WeightWater

γ water: Water specific weight. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

Porosity

Porosity. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.00.

Type:

Double

VoidRatio

Void ratio. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

WaterContent

Water content ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

Type:

Double

SatGrade

Saturation grade. | Constant: Constant value

Type:

Double

DampingData:
AutocalculateRayleigh

Automatic: Rayleigh coefficients calculated automatically.

Type:

bool

AlphaRayleigh

α: α coefficient for Rayleigh damping (coefficient that multiplies the mass matrix). | Constant: Constant value | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

BetaRayleigh

β: β coefficient for Rayleigh damping (coefficient that multiplies the stiffness matrix). | Constant: Constant value | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

DampingRatio

Damping: Ratio of the damping to the critical damping. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

MinFreq

ω min.: Minimum frequency of the structure. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

MaxFreq

ω max.: Maximum frequency of the structure. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Material:
thOrtho

Kt Orthotropic: Activate to define a orthotropic thermal conductivity.

Type:

bool

Kt

Kt: Thermal conductivity definition.

Type:

ThermalConductivity

ThermalConductivity:
KtValue

Kt: Thermal conductivity value. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

KtDependency

Kt temperature-dependent.

Type:

bool

Material:
ksOrtho

Ks Orthotropic: Activate to define an orthotropic saturated hydraulic conductivity.

Type:

bool

HydProperties

Hydraulic properties: Hydraulic properties of the material.

Type:

Enumerate: { SaturatedUnsaturated, Saturated }

Ks

Ks: Saturated hydraulic conductivity value (permeability). | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

OrientationKCS

Coordinate system: Coordinate system to define orthotropic properties.

Type:

Entity

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

Ortho

Orthotropic: Activate to define an orthotropic properties for material.

Type:

bool

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

FailureProperties

Failure: Failure properties.

Type:

FailureData

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

CrackingData:
CrackingYN

Cracking: Select if cracking is considered or not.

Type:

bool

FailureData:
FailureYN

Failure: Select if failure is considered or not.

Type:

bool

StressStrainDiagram:
SSName

Name: Name of the stress-strain diagram. | Constraints: Conditions: The name already exists.

Type:

str

SSData

Data: Data of the stress-strain diagram. | Constraints: Conditions: The name already exists.

Type:

Table

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ElastomerModel

Model: Elastomer model.

Type:

Enumerate: { NeoHookean, MooneyRivlin, ThirdOrderDeformation }

ElastomerC10

C10: Elastomer constant C10.

Type:

Double

ElastomerC01

C01: Elastomer constant C01.

Type:

Double

ElastomerC11

C11: Elastomer constant C11.

Type:

Double

ElastomerC20

C20: Elastomer constant C20.

Type:

Double

ElastomerC30

C30: Elastomer constant C30.

Type:

Double

ElastomerBulkModulus

K: Bulk modulus. If set to 0, it is evaluated as 10000 * (C10 + C01). | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

DampingProperties

Damping: Damping properties.

Type:

DampingData

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, Design, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

StressStrainDiagramList:
SSDActive

Active diagram: Diagram that will be used for code checking.

Type:

Entity

SSDList

σ-ε diagrams: List with the stress-strain diagrams.

Type:

List

CodePropConcrete:
EpsMin

ε min: Maximum allowable strain in compression. | Constraints: Conditions: Value must be lower or equal than 0.

Type:

Double

EpsInt

ε int: Maximum allowable strain in compression at internal points of the section. | Constraints: Conditions: Value must be lower or equal than 0.

Type:

Double

PCLevel

PCLevel: Ratio of the section’s height from the most compressed face in which point C is located. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

BETAcc

βcc: Coefficient which depends on concrete age. Used to calculate time-dependant properties. | Constant: Constant value

Type:

Table

ExLn

Linear Ex: Elastic modulus used for linear analysis.

Type:

Table

GammaC

γc: Partial safety factor. | Constraints: Conditions: Value must be lower or equal than 1.00.

Type:

Double

EPSc1

εc1: Strain of the peak compressive stress. | Constant: Constant value

Type:

Double

EPScu

εcu: Ultimate strain in compression. | Constant: Constant value

Type:

Double

fck

fck: Characteristic compressive strength.

Type:

Table

fcm

fcm: Mean compressive strength. | Constant: Constant value

Type:

Table

fctm

fctm: Mean tensile strength. | Constant: Constant value

Type:

Double

fctk005

fctk005: Lower characteristic tensile strength. | Constant: Constant value

Type:

Double

fctk095

fctk095: Upper characteristic tensile strength. | Constant: Constant value

Type:

Double

fcd

fcd: Design compressive strength. | Constant: Constant value

Type:

Table

Ecm

Ecm: Secant modulus of elasticity. | Constant: Constant value

Type:

Table

Ec

Ec: Tangent modulus of elasticity. | Constant: Constant value

Type:

Table

Ecd

Ecd: Design modulus of elasticity. | Constant: Constant value

Type:

Table

CeTp

Cement type.

Type:

Enumerate: { TypeS, TypeN, TypeR, TypeRS }

CreepShrinkage:
CreepType

Creep type: Define how to include creep.

Type:

Enumerate: { NoCreep, StepByStep }

ShrinkageType

Shrinkage type: Define how to include shrinkage.

Type:

Enumerate: { NoShrinkage, ByTemperatures }

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, Design, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Initial, Secant, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Initial, Secant, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, Reduced, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Initial, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, Design, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

ExType

Ex Type: Type of elastic modulus used for linear analysis.

Type:

Enumerate: { Tangent, Secant, Design, User }

DruckerPrager

Drucker-Prager.

Type:

bool

cohesion

Eff. Cohesion: Effective cohesion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

phi

Φ: Effective internal friction angle. | Constraints: Conditions: Value must be greater than 0.00 and lower or equal than 1.57.

Type:

Double

Ages

Ages: Ages defined for concrete properties. | Constant: Constant value

Type:

List

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

CrackingProperties

Cracking: Cracking properties.

Type:

CrackingData

CrackCriticalStress

Critical σ: Critical tension stress. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropConcrete

CreepShrinkage

Creep and Shrinkage.

Type:

CreepShrinkage

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

CodePropReinfSteel:
fyk

fyk: Yield strength. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ftk

ftk: Tensile limit strength. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

GammaS

γs: Partial safety factor. | Constraints: Conditions: Value must be lower or equal than 1.00.

Type:

Double

EPSuk

εuk: Characteristic elongation at maximum load. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

fyd

fyd: Design strength. | Constant: Constant value

Type:

Double

EpsMax

ε max: Maximum allowable strain in tension. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropReinfSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constant: Constant value | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

KPlastic

Plastic behavior. | Constant: Constant value

Type:

Enumerate: { LinearElastic, DruckerPrager, CamClay, MohrCoulomb, HoekBrown, NonlinearElastic, Hyperbolic, SmallStrainOverlay }

Densities

Densities.

Type:

GeotDensity

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

CodePropSteel:
Gamm0

γ0: Resistance of Class 1, 2 or 3 cross-sections. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

Gamm1

γ1: Resistance of Class 4 cross-sections and member buckling. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

Gamm2

γ2: Resistance of net sections at bolt holes. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

fy

fy: Yield strength.

Type:

Table

fu

fu: Ultimate strength.

Type:

Table

EpsMax

ε max: Maximum allowable strain in tension. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

EpsMin

ε min: Maximum allowable strain in compression. | Constraints: Conditions: Value must be lower or equal than 0.

Type:

Double

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Name

Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.

Type:

str

MatType

Type: Type of material. | Constant: Constant value

Type:

Enumerate: { StructSteel, Concrete, ReinfSteel, PrestSteel, Soil, Rock, Generic, Composite, Elastomer, Thermal, Porous }

ElastMod

E: Elastic modulus. | Constraints: Conditions: Value must be greater than 0.

Type:

Double

Poisson

ν: Poisson ratio. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

Type:

Double

Density

ρ: Density. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ShearModulus

G: Shear modulus. | Constant: Constant value

Type:

Double

ThExpans

α: Coefficient of linear thermal expansion. | Constraints: Conditions: Value must be greater or equal than 0.

Type:

Double

ActTime

Act. time: Activation time. | Constraints: Conditions: Value must be greater or equal than 0. Activation time must be lower than deactivation time.

Type:

Double

DeactTime

Deact. time: Deactivation time. | Constraints: Conditions: Value must be greater than 0. Deactivation time must be greater than activation time.

Type:

Double

SType

Steel type: Iron alloy phase.

Type:

Enumerate: { Austenitic, NonAustenitic }

Thicknesses

Thickness: Thicknesses ranges defined to steel properties.

Type:

List

HardeningType

Hardening type.

Type:

Enumerate: { Isotropic, Kinematic, Combined }

ASSD

Analysis σ-ε diagram: Analysis stress-strain diagram.

Type:

StressStrainDiagram

DSSD

Design σ-ε diagram: Design stress-strain diagram.

Type:

StressStrainDiagramList

CodeProp

Code properties.

Type:

CodePropSteel

DampingProperties

Damping: Damping properties.

Type:

DampingData

ThermalMaterialProperties

Heat transfer properties: Heat transfer material properties.

Type:

ThermalMaterial

PorousMaterialProperties

Porous material: Porous material properties.

Type:

PorousMaterial

Material:
Find(FindEntity)

Find.

Parameters:

FindEntity (Entity/str) – Entity name to find

Returns:

Entity found

Return type:

Entity

Materials

Materials.

Type:

List

addDSSD(entity, Name, Data)

Add Design: Add a material’s constitutive law for design

Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • Name – Name: Diagram name.

  • Data – Diagram: Diagram data.

changeASSD(entity, ASSD)

Analysis: Material’s constitutive law for analysis

Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • Enumerate – { Linear, Bilinear, Trilinear, BilinearHorizTopBranch, BilinearInclinedTopBranch, Characteristic, Design, ParabolicRectangular, ShortTermLoads, StructuralAnalysis, NoElastic, MultiElastic, EN_1994_1_2Diagram, UserDiagram, RigidPlasticFiberReinforcedConcrete, LinearFiberReinforcedConcrete } ASSD: Analysis σ-ε diagram: Analysis stress-strain diagram.

changeGeotPlasticity(entity, KPlastic)

Behavior: Material’s constitutive law for analysis

Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • Enumerate – { LinearElastic, DruckerPrager, CamClay, MohrCoulomb, HoekBrown, NonlinearElastic, Hyperbolic, SmallStrainOverlay, CFSoil, HypMC } KPlastic: Plastic behavior.

createCompositeMat(CompositeMaterials, CompositeOrientations, CompositeThickness)

Composite: Create a composite material

Alias: compositeMat
Parameters:
  • CompositeMaterials (PVectorConst) – Material names for each layer.

  • CompositeOrientations (PVector) – Orientation values for each layer.

  • CompositeThickness (PVector) – Thickness values for each layer.

createCompositeMat(Name, CompositeMaterials, CompositeOrientations, CompositeThickness)

Composite: Create a composite material

Alias: compositeMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • CompositeMaterials (PVectorConst) – Material names for each layer.

  • CompositeOrientations (PVector) – Orientation values for each layer.

  • CompositeThickness (PVector) – Thickness values for each layer.

createConcreteMat(Code, Material)

Concrete: Create a concrete material

Alias: concreteMat
Parameters:
  • Enumerate – { EC2, ACI, EHE, CEBFIP, BS8110, GB50010, NBR6118, IS456, SP52_101 } Code: Code or Standard.

  • Enumerate – { EC2_C8, EC2_C12, EC2_C16, EC2_C20, EC2_C25, EC2_C30, EC2_C35, EC2_C40, EC2_C45, EC2_C50, EC2_C55, EC2_C60, EC2_C70, EC2_C80, EC2_C90, EC2_C100 } Material: Material.

createConcreteMat(Name, Code, Material)

Concrete: Create a concrete material

Alias: concreteMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { EC2, ACI, EHE, CEBFIP, BS8110, GB50010, NBR6118, IS456, SP52_101 } Code: Code or Standard.

  • Enumerate – { EC2_C8, EC2_C12, EC2_C16, EC2_C20, EC2_C25, EC2_C30, EC2_C35, EC2_C40, EC2_C45, EC2_C50, EC2_C55, EC2_C60, EC2_C70, EC2_C80, EC2_C90, EC2_C100 } Material: Material.

createGenericMat(ElastMod, Poisson, Density, ThExpans)

Generic: Create a generic material

Alias: genericMat
Parameters:
  • ElastMod (Double) – E: Elastic modulus. Conditions: Value must be greater than 0.

  • Poisson (Double) – ν: Poisson ratio. Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

  • Density (Double) – ρ: Density. Conditions: Value must be greater or equal than 0.

  • ThExpans (Double) – α: Coefficient of linear thermal expansion. Conditions: Value must be greater or equal than 0.

createGenericMat(Name, ElastMod, Poisson, Density, ThExpans)

Generic: Create a generic material

Alias: genericMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • ElastMod (Double) – E: Elastic modulus. Conditions: Value must be greater than 0.

  • Poisson (Double) – ν: Poisson ratio. Conditions: Value must be greater or equal than 0.00 and lower or equal than 0.50.

  • Density (Double) – ρ: Density. Conditions: Value must be greater or equal than 0.

  • ThExpans (Double) – α: Coefficient of linear thermal expansion. Conditions: Value must be greater or equal than 0.

createPorousMatTablesVanGenuchten(entity, VanGenuchtenSoilType, PorMatTableInterpMethod, PressureLowerLimit, PressureUpperLimit, VanGenuchtenNPoints)

Porous material tables: Porous material tables definition

Constraints: Seepage
Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • Enumerate – { Sand, LoamySand, SandyLoam, Loam, Silt, SiltLoam, SandyClayLoam, ClayLoam, SiltyClayLoam, SandyClay, SiltyClay, Clay, UserDefined } VanGenuchtenSoilType: Van Genuchten soil type: Default soil values for Van Genuchten algorithm.

  • Enumerate – { Linear, Logarithmic } PorMatTableInterpMethod: Table point generetion method: Method for obtaining the distances between two points on the table. Values near the lower limit will be further apart than points near the upper limit.

  • PressureLowerLimit (Double) – Lower pressure head limit: Lower pressure head limit considered for the table generation.

  • PressureUpperLimit (Double) – Upper pressure head limit: Upper pressure head limit considered for the table generation. Conditions: Value must be lower or equal than 0.

  • VanGenuchtenNPoints (int) – Number of points: Number of points in the tables. Conditions: Value must be greater or equal than 2.00 and lower or equal than 200.00.

createPorousMatTablesVanGenuchten(entity, VanGenuchtenThetaSat, VanGenuchtenThetaRel, VanGenuchtenAlpha, VanGenuchtenN, VanGenuchtenKs, PorMatTableInterpMethod, PressureLowerLimit, PressureUpperLimit, VanGenuchtenNPoints)

Porous material tables: Porous material tables definition

Constraints: Seepage
Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • VanGenuchtenThetaSat (Double) – θs: Saturated water content. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

  • VanGenuchtenThetaRel (Double) – θr: Relative water content. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

  • VanGenuchtenAlpha (Double) – α: α parameter from the Van Genuchten model. Conditions: Value must be greater than 0.

  • VanGenuchtenN (Double) – n: n parameter from the Van Genuchten model. Conditions: Value must be greater or equal than 0.00 and lower than 100.00.

  • VanGenuchtenKs (Double) – Ks: Saturated hydraulic conductivity. Conditions: Value must be greater or equal than 0.

  • Enumerate – { Linear, Logarithmic } PorMatTableInterpMethod: Table point generetion method: Method for obtaining the distances between two points on the table. Values near the lower limit will be further apart than points near the upper limit.

  • PressureLowerLimit (Double) – Lower pressure head limit: Lower pressure head limit considered for the table generation.

  • PressureUpperLimit (Double) – Upper pressure head limit: Upper pressure head limit considered for the table generation. Conditions: Value must be lower or equal than 0.

  • VanGenuchtenNPoints (int) – Number of points: Number of points in the tables. Conditions: Value must be greater or equal than 2.00 and lower or equal than 200.00.

createPrestMat(Code, Material)

Prest. steel: Create a prestressing steel material

Alias: prestMat
Parameters:
  • Enumerate – { ASTMA416, BS5896, EHE_Prest, ECEN10138, JISG3536 } Code: Code or Standard.

  • Enumerate – { EN10138_Y1570C, EN10138_Y1670C, EN10138_Y1770C, EN10138_Y1860C, EN10138_Y1770S2, EN10138_Y1860S3, EN10138_Y1960S3, EN10138_Y2060S3, EN10138_Y1770S7, EN10138_Y1860S7 } Material: Material.

createPrestMat(Name, Code, Material)

Prest. steel: Create a prestressing steel material

Alias: prestMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { ASTMA416, BS5896, EHE_Prest, ECEN10138, JISG3536 } Code: Code or Standard.

  • Enumerate – { EN10138_Y1570C, EN10138_Y1670C, EN10138_Y1770C, EN10138_Y1860C, EN10138_Y1770S2, EN10138_Y1860S3, EN10138_Y1960S3, EN10138_Y2060S3, EN10138_Y1770S7, EN10138_Y1860S7 } Material: Material.

createReinfMat(Code, Material)

Reinf. steel: Create a reinforcement steel material

Alias: reinfMat
Parameters:
  • Enumerate – { EC2, ACI, EHE, CEBFIP, BS8110, GB50010, NBR6118, IS456, SP52_101 } Code: Code or Standard.

  • Enumerate – { EC2_S400, EC2_S500 } Material: Material.

createReinfMat(Name, Code, Material)

Reinf. steel: Create a reinforcement steel material

Alias: reinfMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { EC2, ACI, EHE, CEBFIP, BS8110, GB50010, NBR6118, IS456, SP52_101 } Code: Code or Standard.

  • Enumerate – { EC2_S400, EC2_S500 } Material: Material.

createRockMat(RockType, RockSubtype, RockClass)

Rock: Create a rock material

Alias: rockMat
Parameters:
  • Enumerate – { Sedimentary, Igneous, Metamorphic } RockType: Rock type.

  • Enumerate – { Siliceous, Clastic, Calcic } RockSubtype: Rock subtype.

  • Enumerate – { Sandstone, Flint } RockClass: Rock class.

createRockMat(Name, RockType, RockSubtype, RockClass)

Rock: Create a rock material

Alias: rockMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { Sedimentary, Igneous, Metamorphic } RockType: Rock type.

  • Enumerate – { Siliceous, Clastic, Calcic } RockSubtype: Rock subtype.

  • Enumerate – { Sandstone, Flint } RockClass: Rock class.

createSoilMat(TypeSoil)

Soil: Create a soil material

Alias: soilMat
Parameters:

Enumerate – { GravelWG, GravelPG, GravelS, GravelC, SandWG, SandPG, SandS, SandC, SiltLowWL, SiltHighWL, ClayLowWL, ClayHighWL, OrganicLowWL, OrganicHighWL, PeatLowWL, PeatHighWL } TypeSoil: Soil type.

createSoilMat(Name, TypeSoil)

Soil: Create a soil material

Alias: soilMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { GravelWG, GravelPG, GravelS, GravelC, SandWG, SandPG, SandS, SandC, SiltLowWL, SiltHighWL, ClayLowWL, ClayHighWL, OrganicLowWL, OrganicHighWL, PeatLowWL, PeatHighWL } TypeSoil: Soil type.

createSteelMat(Code, Material)

Steel: Create a structural steel material

Alias: steelMat
Parameters:
  • Enumerate – { EC3, EN10025, EN36080, BS5950, ASTM, GB50017, IS800 } Code: Code or Standard.

  • Enumerate – { EC3_Fe360, EC3_Fe430, EC3_Fe510, EC3_FeE275, EC3_FeE355 } Material: Material.

createSteelMat(Name, Code, Material)

Steel: Create a structural steel material

Alias: steelMat
Parameters:
  • Name (str) – Name. Conditions: “” input must be non-empty.

  • Enumerate – { EC3, EN10025, EN36080, BS5950, ASTM, GB50017, IS800 } Code: Code or Standard.

  • Enumerate – { EC3_Fe360, EC3_Fe430, EC3_Fe510, EC3_FeE275, EC3_FeE355 } Material: Material.

editAges(entity, NewAges)

Edit ages:

Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • NewAges (PVector) – Ages: New ages to set.

Material(EntityName)

Obtains an entity given its name

Parameters:

EntityName (str) – Entity name.

MaterialsModelGroup(GroupName)

Obtains a group given its name

Parameters:

GroupName (str) – Group name.

removeDSSD(entity, SSNames)

Remove Design: Remove a material’s constitutive law for design

Parameters:
  • entity ([Entity]) – Entity/Entities to apply the command

  • SSNames – Names: Names of the stress-strain diagrams.