Model utils

SpringCurve:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring. | Constant: Constant value

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringSE1

Structural element 1: Structural element in which the first end of spring will be attached.

Type:: Entity

Line

Line: Line where the spring is applied.

Type:: Entity

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

SpringK

K: Spring stiffness.

Type:: Double

InitialForce

Initial force: Initial force in spring.

Type:: Double

SpringStiffnessNL

NonLinear spring stiffness: Force versus relative displacement table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

ContinuousMesh:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SEContMesh1

Structural Element 1: First structural element.

Type:: Entity

SEContMesh2

Structural Element 2: Second structural element.

Type:: Entity

SpringPunctualOnNodes:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringNodeType

Node selection type: Select whether a single node or a list of nodes is used.

Type:: Enumerate: { SingleNode, MultipleNodes }

Node1

First node: First node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

Node2

Second node: Second node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

NodeList1

First node list: First node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

NodeList2

Second node list: Second node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

SpringK

K: Spring stiffness.

Type:: Double

InitialForce

Initial force: Initial force in spring.

Type:: Double

SpringStiffnessNL

NonLinear spring stiffness: Force versus relative displacement table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

MeshNode:

RotationalSpringOnNodes:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringNodeType

Node selection type: Select whether a single node or a list of nodes is used.

Type:: Enumerate: { SingleNode, MultipleNodes }

Node1

First node: First node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

Node2

Second node: Second node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

NodeList1

First node list: First node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

NodeList2

Second node list: Second node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringKRot

K: Rotational spring stiffness.

Type:: Double

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

RotationalSpringStiffnessNL

NonLinear spring stiffness: Moment versus relative rotation table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

ReMesh:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SEReMesh

Structural element: Structural element to be remeshed.

Type:: Entity

RemeshLength

Element Edge length. | Constraints: Conditions: Value must be greater than 0.

Type:: Double

CrackControl

Distance to crack control.

Type:: bool

RadiusOfInfluence

Radius of influence of the control. | Constraints: Conditions: Value must be greater than 0.

Type:: Double

NearElemSize

Near Element Size. | Constraints: Conditions: Value must be greater than 0.

Type:: Double

Insertion:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

StructuralElement1

Structural Element 1: First structural element (host element).

Type:: Entity

StructuralElement2

Structural Element 2: Second structural element (inserted element).

Type:: Entity

StructuralElementList1

Host elements: Structural elements list that define the host elements of the insertion. | Constraints: Conditions: Structural element “” cannot be used to form host body.

Type:: List

StructuralElementList2

Inserted elements: Structural elements list that define the inserted elements of the insertion.

Type:: List

Tol

Exterior tolerance: Factor to consider the inserted element within the host element. | Constraints: Conditions: Value must be greater than 0.

Type:: Double

SpringSurface:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring. | Constant: Constant value

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringSE1

Structural element 1: Structural element in which the first end of spring will be attached.

Type:: Entity

Surface

Surface: Surface where the spring is applied.

Type:: Entity

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

SpringK

K: Spring stiffness.

Type:: Double

InitialForce

Initial force: Initial force in spring.

Type:: Double

SpringStiffnessNL

NonLinear spring stiffness: Force versus relative displacement table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

SpringPunctual:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringSE1

Structural element 1: Structural element in which the first end of spring will be attached.

Type:: Entity

Point1

Point1: Point to which first end of spring will be attached.

Type:: Point

Point1OnSE

Point1 projected: Point projected on structural element to which first end of spring will be attached. | Constant: Constant value

Type:: Point

Node1

First node: First node of the spring. | Constant: Constant value

Type:: int

SpringSE2

Structural element 2: Structural element in which the second end of spring will be attached.

Type:: Entity

Point2

Point2: Point to which other end of spring will be attached.

Type:: Point

Point2OnSE

Point2 projected: Point projected on structural element to which second end of spring will be attached. | Constant: Constant value

Type:: Point

Node2

Second node: Second node of the spring. | Constant: Constant value

Type:: int

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

SpringK

K: Spring stiffness.

Type:: Double

InitialForce

Initial force: Initial force in spring.

Type:: Double

SpringStiffnessNL

NonLinear spring stiffness: Force versus relative displacement table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

RotationalSpring:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringSE1

Structural element 1: Structural element in which the first end of spring will be attached.

Type:: Entity

Point1

Point1: Point to which first end of spring will be attached.

Type:: Point

Point1OnSE

Point1 projected: Point projected on structural element to which first end of spring will be attached. | Constant: Constant value

Type:: Point

Node1

First node: First node of the spring. | Constant: Constant value

Type:: int

SpringSE2

Structural element 2: Structural element in which the second end of spring will be attached.

Type:: Entity

Point2

Point2: Point to which other end of spring will be attached.

Type:: Point

Point2OnSE

Point2 projected: Point projected on structural element to which second end of spring will be attached. | Constant: Constant value

Type:: Point

Node2

Second node: Second node of the spring. | Constant: Constant value

Type:: int

SpringX

X: Degree of freedom to which spring will be attached.

Type:: bool

SpringY

Y: Degree of freedom to which spring will be attached.

Type:: bool

SpringZ

Z: Degree of freedom to which spring will be attached.

Type:: bool

SpringKRot

K: Rotational spring stiffness.

Type:: Double

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

RotationalSpringStiffnessNL

NonLinear spring stiffness: Moment versus relative rotation table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

WarpingSpringOnNodes:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringNodeType

Node selection type: Select whether a single node or a list of nodes is used.

Type:: Enumerate: { SingleNode, MultipleNodes }

Node1

First node: First node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

Node2

Second node: Second node of the spring. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: MeshNode

NodeList1

First node list: First node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

NodeList2

Second node list: Second node list for spring creation. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

SpringWarp

Warping: Degree of freedom to which spring will be attached.

Type:: bool

SpringKWarp

K: Warping spring stiffness.

Type:: Double

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

RotationalSpringStiffnessNL

NonLinear spring stiffness: Moment versus relative rotation table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

WarpingSpring:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

SpringType

Spring type: Type to define the spring.

Type:: Enumerate: { ToGround, TrueDirection, FixedDOF }

SpringKC

Coord. System: Coordinate system that defines the spring directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

SpringSE1

Structural element 1: Structural element in which the first end of spring will be attached.

Type:: Entity

Point1

Point1: Point to which first end of spring will be attached.

Type:: Point

Point1OnSE

Point1 projected: Point projected on structural element to which first end of spring will be attached. | Constant: Constant value

Type:: Point

Node1

First node: First node of the spring. | Constant: Constant value

Type:: int

SpringSE2

Structural element 2: Structural element in which the second end of spring will be attached.

Type:: Entity

Point2

Point2: Point to which other end of spring will be attached.

Type:: Point

Point2OnSE

Point2 projected: Point projected on structural element to which second end of spring will be attached. | Constant: Constant value

Type:: Point

Node2

Second node: Second node of the spring. | Constant: Constant value

Type:: int

SpringWarp

Warping: Degree of freedom to which spring will be attached.

Type:: bool

SpringKWarp

K: Warping spring stiffness.

Type:: Double

SpringNL

NonLinear spring: Activate box to define nonlinear properties.

Type:: bool

RotationalSpringStiffnessNL

NonLinear spring stiffness: Moment versus relative rotation table. Mechanical stiffness is obtained from gradient values.

Type:: Table

ActTime

Act. time: Activation time.

Type:: Double

DeactTime

Deact. time: Deactivation time.

Type:: Double

CrackDefinition:

Name

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

Type:: str

MUType

Type. | Constant: Constant value

Type:: Enumerate: { Mass, Insertion, Spring, RotationalSpring, ContinuousMesh, Tying, CrackDefinition, ReMesh, WarpingSpring }

CrackNodes

Crack tip node path: Nodes that defines the origin of the crack. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

CrackGrowthMethod

Crack growth method.

Type:: Enumerate: { Remeshinig, Split, Cut }

CrackPropagationMode

Crack propagation mode.

Type:: Enumerate: { Direct, Fatigue }

MaxCrackGrowthIncrement

Maximum crack growth incremento.

Type:: Double

CrackGrowthCriterion

Crack growth criterion.

Type:: Enumerate: { Total, Individual, PowerLawMixed, ReederMixedLaw }

CrackGrowthResistance

Crack growth resistance.

Type:: Double

FatigueTimePeriod

Fatigue time period.

Type:: Double

HightCycleCalculation

Hight cycle fatigue calculation.

Type:: bool

ParisLaw_C

Paris law parameter C.

Type:: Double

ParisLaw_m

Paris law parameter m.

Type:: Double

CrackGrowthResistanceByModes

Crack growth resistance by modes.

Type:: bool

CrackGrowthResistanceI

Crack growth resistance mode I.

Type:: Double

CrackGrowthResistanceII

Crack growth resistance mode II.

Type:: Double

CrackGrowthResistanceIII

Crack growth resistance mode III.

Type:: Double

PowerLawI

Power law exponent mode I.

Type:: int

PowerLawII

Power law exponent mode II.

Type:: int

PowerLawIII

Power law exponent mode III.

Type:: int

Reeder

Reeder exponent.

Type:: int

MassPunctualOnNodes:

Name

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

Type:: str

Mass

Mass X: M11 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassY

Mass Y: M22 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassZ

Mass Z: M33 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotX

Mass rot. X: M44 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotY

Mass rot. Y: M55 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotZ

Mass rot. Z: M66 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassNodes

Nodes: List with the nodes where the mass is applied. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

MassPunctual:

Name

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

Type:: str

MassSE

Structural element: Structural element on which the mass is applied.

Type:: Entity

MassPoint

Point: Point of mass application.

Type:: Point

MassPointOnSE

Point projected: Point of mass application projected on structural element. | Constant: Constant value

Type:: Point

Mass

Mass X: M11 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassY

Mass Y: M22 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassZ

Mass Z: M33 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotX

Mass rot. X: M44 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotY

Mass rot. Y: M55 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

MassRotZ

Mass rot. Z: M66 of the mass matrix. | Constraints: Conditions: Value must be greater or equal than 0.

Type:: Double

TyingNodes:

Name

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

Type:: str

SpringNodeType

Node selection type: Select whether a single node or a list of nodes is used.

Type:: Enumerate: { SingleNode, MultipleNodes }

MasterNode

Master node: Tied nodes will be linked with this reference node. | Constraints: Conditions: Master node cannot be included in tied nodes. “” does not exist in the dropdown list.

Type:: MeshNode

MasterNodeList

Node Master List: Node master list. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: PVectorConst

TyingKC

Coord. System: Coordinate system that defines the tying directions. | Constraints: Conditions: “” does not exist in the dropdown list.

Type:: KCoordinateSystem

AllDOFEquals

Edit all DOF: Activate the checkbox to define the same coupling type and properties for all DOF´s.

Type:: bool

CouplingType

Type for all DOF: Define the type to determinate the tie for all degrees of freedom.

Type:: Enumerate: { Rigid, Deformable, ByCoeff, BySpring, Uncoupled }

CECoeff

Coeff.: Constrain equation coefficient. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

Type:: Double

SpringK

K: Spring stiffness.

Type:: Double

SpringKRot

K: Rotational spring stiffness.

Type:: Double

CouplingUx

Ux: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

CouplingUy

Uy: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

CouplingUz

Uz: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

CouplingRotx

Rotx: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

CouplingRoty

Roty: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

CouplingRotz

Rotz: Define properties for the tie in this degree of freedom.

Type:: FreeRigidLink

TiedNodes

Tied nodes: List with the nodes attached to master node. | Constraints: Conditions: Master node cannot be included in tied nodes. “” does not exist in the dropdown list.

Type:: PVectorConst

FreeRigidLink:

CouplingTypeUx

Type Ux: Define the type to determinate the tie in this degree of freedom.

Type:: Enumerate: { Rigid, Deformable, ByCoeff, BySpring, Uncoupled }

ModelUtilsContainer:

Find(FindEntity)

Find.

Parameters:: FindEntity (Entity/str) – Entity name to find
Returns:: Entity found
Return type:: Entity

createConnection(MasterNode, TiedNodes)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

MasterNode (MeshNode) – Master node: Tied nodes will be linked with this reference node. Conditions: The input must be non-empty. Master node cannot be included in tied nodes. “” does not exist in the dropdown list.
TiedNodes (PVectorConst) – Tied nodes: List with the nodes attached to master node. Conditions: “” does not exist in the dropdown list.

createConnection(MasterNode, SelectionGroup)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

MasterNode (MeshNode) – Master node: Tied nodes will be linked with this reference node. Conditions: The input must be non-empty. Master node cannot be included in tied nodes. “” does not exist in the dropdown list.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createConnection(MasterNodeList, TiedNodes)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

MasterNodeList (PVectorConst) – Node Master List: Node master list. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
TiedNodes (PVectorConst) – Tied nodes: List with the nodes attached to master node. Conditions: “” does not exist in the dropdown list.

createConnection(MasterNodeList, SelectionGroup)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

MasterNodeList (PVectorConst) – Node Master List: Node master list. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createConnection(Name, MasterNode, TiedNodes)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MasterNode (MeshNode) – Master node: Tied nodes will be linked with this reference node. Conditions: The input must be non-empty. Master node cannot be included in tied nodes. “” does not exist in the dropdown list.
TiedNodes (PVectorConst) – Tied nodes: List with the nodes attached to master node. Conditions: “” does not exist in the dropdown list.

createConnection(Name, MasterNode, SelectionGroup)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MasterNode (MeshNode) – Master node: Tied nodes will be linked with this reference node. Conditions: The input must be non-empty. Master node cannot be included in tied nodes. “” does not exist in the dropdown list.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createConnection(Name, MasterNodeList, TiedNodes)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MasterNodeList (PVectorConst) – Node Master List: Node master list. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
TiedNodes (PVectorConst) – Tied nodes: List with the nodes attached to master node. Conditions: “” does not exist in the dropdown list.

createConnection(Name, MasterNodeList, SelectionGroup)

Connection: Apply connection on nodes

Alias: Connection

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MasterNodeList (PVectorConst) – Node Master List: Node master list. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createCurveSpring(SpringSE1, SpringK, SpringX, SpringY)

Linear spring:

Alias: curveSpring

Constraints: 2 dimensions

Parameters:

SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.

createCurveSpring(SpringSE1, SpringK, SpringX, SpringY, SpringZ)

Linear spring:

Alias: curveSpring

Constraints: 3 dimensions

Parameters:

SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createCurveSpring(Name, SpringSE1, SpringK, SpringX, SpringY)

Linear spring:

Alias: curveSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.

createCurveSpring(SpringSE1, Line, SpringK, SpringX, SpringY)

Linear spring:

Alias: curveSpring

Constraints: 2 dimensions

Parameters:

SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Line (POCCGeomLine) – Line: Line where the spring is applied. Conditions: “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.

createCurveSpring(Name, SpringSE1, SpringK, SpringX, SpringY, SpringZ)

Linear spring:

Alias: curveSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createCurveSpring(SpringSE1, Line, SpringK, SpringX, SpringY, SpringZ)

Linear spring:

Alias: curveSpring

Constraints: 3 dimensions

Parameters:

SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Line (POCCGeomLine) – Line: Line where the spring is applied. Conditions: “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createCurveSpring(Name, SpringSE1, Line, SpringK, SpringX, SpringY)

Linear spring:

Alias: curveSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Line (POCCGeomLine) – Line: Line where the spring is applied. Conditions: “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.

createCurveSpring(Name, SpringSE1, Line, SpringK, SpringX, SpringY, SpringZ)

Linear spring:

Alias: curveSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
SpringSE1 (SESolid3D) – Structural element 1: Structural element in which the first end of spring will be attached. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Line (POCCGeomLine) – Line: Line where the spring is applied. Conditions: “” does not exist in the dropdown list.
SpringK (Double) – K: Spring stiffness.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createInsertion(StructuralElement1, StructuralElement2)

Insertion: Create an insertion

Alias: insertion

Parameters:

StructuralElement1 (SESolid3D) – Structural Element 1: First structural element (host element). Conditions: “” does not exist in the dropdown list.
StructuralElement2 (SESolid3D) – Structural Element 2: Second structural element (inserted element). Conditions: “” does not exist in the dropdown list.

createInsertion(StructuralElementList1, StructuralElementList2)

Insertion: Create an insertion

Alias: insertion

Parameters:

StructuralElementList1 (List) – Host elements: Structural elements list that define the host elements of the insertion. Conditions: “” does not exist in the dropdown list.
StructuralElementList2 (List) – Inserted elements: Structural elements list that define the inserted elements of the insertion. Conditions: “” does not exist in the dropdown list.

createInsertion(Name, StructuralElement1, StructuralElement2)

Insertion: Create an insertion

Alias: insertion

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
StructuralElement1 (SESolid3D) – Structural Element 1: First structural element (host element). Conditions: “” does not exist in the dropdown list.
StructuralElement2 (SESolid3D) – Structural Element 2: Second structural element (inserted element). Conditions: “” does not exist in the dropdown list.

createInsertion(Name, StructuralElementList1, StructuralElementList2)

Insertion: Create an insertion

Alias: insertion

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
StructuralElementList1 (List) – Host elements: Structural elements list that define the host elements of the insertion. Conditions: “” does not exist in the dropdown list.
StructuralElementList2 (List) – Inserted elements: Structural elements list that define the inserted elements of the insertion. Conditions: “” does not exist in the dropdown list.

createNodalMass(MassValue, MassNodes)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassNodes (PVectorConst) – Nodes: List with the nodes where the mass is applied. Conditions: “” does not exist in the dropdown list.

createNodalMass(MassValue, SelectionGroup)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createNodalMass(Name, MassValue, MassNodes)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassNodes (PVectorConst) – Nodes: List with the nodes where the mass is applied. Conditions: “” does not exist in the dropdown list.

createNodalMass(MassValue, MassRotValue, MassNodes)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassRotValue (Double) – Rotational Mass: Value of rotational mass. Conditions: Value must be greater or equal than 0.
MassNodes (PVectorConst) – Nodes: List with the nodes where the mass is applied. Conditions: “” does not exist in the dropdown list.

createNodalMass(Name, MassValue, SelectionGroup)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createNodalMass(MassValue, MassRotValue, SelectionGroup)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassRotValue (Double) – Rotational Mass: Value of rotational mass. Conditions: Value must be greater or equal than 0.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createNodalMass(Name, MassValue, MassRotValue, MassNodes)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassRotValue (Double) – Rotational Mass: Value of rotational mass. Conditions: Value must be greater or equal than 0.
MassNodes (PVectorConst) – Nodes: List with the nodes where the mass is applied. Conditions: “” does not exist in the dropdown list.

createNodalMass(Name, MassValue, MassRotValue, SelectionGroup)

Nodal mass: Apply mass on nodes

Alias: nodalMass

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
MassValue (Double) – Mass: Value of mass. Conditions: Value must be greater than 0.
MassRotValue (Double) – Rotational Mass: Value of rotational mass. Conditions: Value must be greater or equal than 0.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

createNodalRotationalSpring(SpringType, SpringKRot, Node1, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, NodeList1, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, Node1, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, Node1, Node2, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
Node2 – Second node: Second node of the spring.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, NodeList1, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, NodeList1, NodeList2, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
NodeList2 – Second node list: Second node list for spring creation.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, Node1, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, Node1, Node2, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
Node2 – Second node: Second node of the spring.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, NodeList1, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, NodeList1, NodeList2, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 2 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
NodeList2 – Second node list: Second node list for spring creation.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, Node1, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, Node1, Node2, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
Node2 – Second node: Second node of the spring.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, NodeList1, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(SpringType, SpringKRot, NodeList1, NodeList2, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
NodeList2 – Second node list: Second node list for spring creation.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, Node1, Node2, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
Node1 (MeshNode) – First node: First node of the spring. Conditions: “” does not exist in the dropdown list.
Node2 – Second node: Second node of the spring.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalRotationalSpring(Name, SpringType, SpringKRot, NodeList1, NodeList2, SpringX, SpringY, SpringZ)

Nodal rot. spring: Apply rotational spring on nodes

Alias: rotationalNodalSpring

Constraints: 3 dimensions

Parameters:

Name (str) – Name. Conditions: “” input must be non-empty.
Enumerate – { ToGround, TrueDirection, FixedDOF } SpringType: Spring type: Type to define the spring.
SpringKRot (Double) – K: Rotational spring stiffness.
NodeList1 (PVectorConst) – First node list: First node list for spring creation. Conditions: “” does not exist in the dropdown list.
NodeList2 – Second node list: Second node list for spring creation.
SpringX (bool) – X: Degree of freedom to which spring will be attached.
SpringY (bool) – Y: Degree of freedom to which spring will be attached.
SpringZ (bool) – Z: Degree of freedom to which spring will be attached.

createNodalSpring(SpringType, SpringK, Node1, Node2)