Study Properties for Structural Analysis


Study Properties(StructuralControl)

Property
(propName)
Type
(Type)
Flag
(scriptKeyName)

Description

EigenOrder Flag

The number of eigen values

ShiftFrequency Double

The shift frequency

StructuralSolverType Flag
0 or Original
1 or MKL

The flag of structural solver type
Use original solver
Use MKL solver

Tolerance Double

The value of iterative convergence tolerance

MaxIteration Flag

The maximum number of iterations

ReferEigenResult Flag
0 or Off
1 or On

The flag referred eigen mode result
The analysis result in eigen mode is not referred to
The analysis result in eigen mode is referred to

EigenResultFile String

The analysis result file in eigen mode

Stress Flag
0 or Off
1 or On

The flag for output of stress results
The stress result won't be put into a result file
The stress result will be put into a result file

Strain Flag
0 or Off
1 or On

The flag for output of strain results
The strain result won't be put into a result file
The strain result will be put into a result file

Force Flag
0 or Off
1 or On

The flag for output of force results
The force result won't be put into a result file
The force result will be put into a result file

Velocity Flag
0 or Off
1 or On

The flag for output of velocity results
The velocity result won't be put into a result file
The velocity result will be put into a result file

Acceleration Flag
0 or Off
1 or On

The flag for output of acceleration results
The acceleration result won't be put into a result file
The acceleration result will be put into a result file

ElectricPotential Flag
0 or Off
1 or On

The flag for output of electric potential
The electric potential result won't be put into a result file
The electric potential result will be put into a result file

OnlyTableResults Flag

The flag to output only table results

SolverReportFile Flag
0 or Off
1 or On

The flag for output solver report file
Not output the solver report file.
Output the solver report file.

EigenResultFile_DataSourceType Flag
0 or ResultFile
1 or ProjectFile
2 or CurrentProject
3 or AnalysisGroup

Specified data source type for plot file
use result file for data source type.
use project file for data source type.
use current project for data source type.
use analysis group for data source type.

EigenResultFile_ProjectFile String

Specified project file for project file type

EigenResultFile_ProjectFile_StudyId Flag

Specified study id for project file type

EigenResultFile_ProjectFile_CaseId Flag

Specified case id for project file type

EigenResultFile_CurrentProject_StudyId Flag

Specified study id for current project type

EigenResultFile_CurrentProject_CaseId Flag

Specified case id for current project type

EigenResultFile_AnalysisGroup_StudyId Flag

Specified study id for analysis group type

EigenResultFile_CoordinateId Coordinate

The coordinate system for reference.

CsvOutputPath String

The output path for the csv files

CsvResultTypes String

The list of result types to output the csv files

CsvOutputResponseData Flag

CSV file output response value

CsvOutputInductanceData Flag

CSV file output efficiency map inductance values

CsvOutputProbe Flag

CSV file output probe value

CsvOutputSection Flag

CSV file output section graph value

CsvOutputCalculation Flag

CSV file output calculation value

CsvOutputObjectiveData Flag

CSV file output objective value

CsvComponentType Flag
0 or RealImaginary
1 or AmplitudePhase
2 or RMS

Flag of component output type
Output real and imaginary
Output amplitude and phase
Output rms

CsvDivisionType Flag
0 or Off
1 or On

Flag of divide CSV file output by specified number of cases
Do not divide
Divide CSV output

CsvDivisionCase Flag

Specified number of cases

OutputControlType Flag
0 or SpecifyOutputResultItems
1 or OutputTableOnly
2 or DeleteResultFiles

The output control type
Specify Result Items to be Output.
Output only table results.
Delete result files.

LogOutputLevel Flag
0 or Debug
1 or Information
2 or Warning
3 or Error

The log output level
Debug
Information
Warning
Error

ContactPressure Flag
0 or Off
1 or On

The flag for output contact pressure result
Not output the contact pressure
Output the contact pressure

DampingCalculationType Flag
0 or DirectInput
1 or Calculate

The type of damping calculation
Direct Input of damping calculation
Calculate damping from frequency

Alpha Double

The alpha parameter for Rayleigh damping

Beta Double

The beta parameter for Rayleigh damping

Frequency1 Double

The first frequency for damping

Frequency2 Double

The second frequency for damping

DampingRatio1 Double

The first ratio for damping

DampingRatio2 Double

The second ratio for damping

Coupling Flag
0 or Off
1 or On

The flag for coupling analysis
The coupling analysis is not executed.
The coupling analysis is executed.

ContactTolerance Double

The contact convergence tolerance

ContactMaxIteration Flag

The maximum number of contact iterations

InitialCondition Flag
0 or ZeroDisplacement
0 or Off
1 or UsePreviousStructuralAnalysisResult
1 or On
2 or SolveStaticAnalysis

Set the initial condition
No initial displacement
The analysis result in structural static is not referred to
The analysis result in structural static is referred to
The analysis result in structural static is referred to
Solve static analysis for initial condition

StaticResultFile String

The analysis result file in structural static

UseStressStiffness Flag
0 or Off
1 or On

The flag of initial stress stiffening
Not use initial stress stiffening.
Use initial stress stiffening

NonlinearConvergenceTolerance Double

The nonlinear convergence tolerance

LoadControl Flag
0 or Manual
1 or Auto

The load control.
The manual control.
The automatic control.

MaxNonlinearIterations Flag

The maximum number of non linear iterations

NonlinearLoadIncrements Flag

The value of non linear load increments

TargetIterations Flag

The target iterations

UseModifiedNewtonRaphson Flag
0 or Off
1 or On

The flag of modified Newton-Raphson
Not using modified Newton-Raphson.
Use modified Newton-Raphson

MaxModifiedNewtonRaphsonIterations Flag

The maximum number of Newton-Raphson iterations

ModifiedNewtonRaphsonConvergenceTolerance Double

The Newton-Raphson convergence tolerance

ApplyAutoLoad Flag
0 or Off
1 or On

The flag to apply auto load
Do not apply auto load
Apply auto load

AutoLoadInitFactor Double

The initial factor of auto load-increment

AutoLoadRatio Double

The common ratio of auto load-increment

ContactMethod Flag
0 or Penalty
1 or AugmentedLagrangian

The contact method.
The penalty contact method.
The augmented lagrangian method.

UseIterativePenaltyFactorAdjustment Flag
0 or OFF
1 or ON

The flag to use iterative penalty factor adjustment.
Don't use iterative penalty factor adjustment.
Use iterative penalty factor adjustment.

NormalAugmentation Flag
0 or Off
1 or On

The flag to augment normal contact force.
The normal contact force is not augmented.
The normal contact force is augmented.

TangentialAugmentation Flag
0 or Off
1 or On

The flag to augment tangential contact force.
The tangential contact force is not augmented.
The tangential contact force is augmented.

PlasticStrain Flag
0 or Off
1 or On

The flag for output of plastic strain results
The plastic strain result won't be put into a result file
The plastic strain result will be put into a result file

ContactForce Flag
0 or Off
1 or On

The flag for output of contact force results
The contact force result won't be put into a result file
The contact force result will be put into a result file

StaticResultFile_DataSourceType Flag
0 or ResultFile
1 or ProjectFile
2 or CurrentProject
3 or AnalysisGroup

Specified data source type for plot file
use result file for data source type.
use project file for data source type.
use current project for data source type.
use analysis group for data source type.

StaticResultFile_ProjectFile String

Specified project file for project file type

StaticResultFile_ProjectFile_StudyId Flag

Specified study id for project file type

StaticResultFile_ProjectFile_CaseId Flag

Specified case id for project file type

StaticResultFile_CurrentProject_StudyId Flag

Specified study id for current project type

StaticResultFile_CurrentProject_CaseId Flag

Specified case id for current project type

StaticResultFile_AnalysisGroup_StudyId Flag

Specified study id for analysis group type

StaticResultFile_CoordinateId Coordinate The coordinate system for reference.

DSCommonNonDMP(DSCommonNonDMP)

DSCommonNonDMP properties

Property
(propName)
Type
(Type)
Flag
(scriptKeyName)

Description

UseMultiCPU Flag
0 or NonParallel
0 or Off
1 or SMP
1 or On

Flag for the use of multi cpu
Do not use multi cpu
Do not use multi cpu
Use SMP
Use SMP

MultiCPU Flag Degree of parallelism for SMP

Modal Damping(ModalDamping)

Property
(propName)
Type
(Type)
Flag
(scriptKeyName)

Description

Type Flag
0 or Constant
1 or PointArray
2 or OrderPointArray

The modal type.
The constant type.
The point frequency array type.
The point order array type.

Damping Double

The modal damping value

DampingTable Table

The modal damping versus frequency table

DampingOrderTable Table The modal damping versus order table

Structural Step(StructuralStep)

Property
(propName)
Type
(Type)
Flag
(scriptKeyName)

Description

Step Flag

The number of analysis steps

StepType Flag
0 or Simple
1 or Uniform
2 or Frequency

The step type: simple = 0, uniform = 1 , frequency = 2
The interval step
The steps has uniform intervals
The steps is defined by frequency point array.

FrequencyStep Double

The value of frequency step

Initialfrequency Double

The initial frequency

StartPoint Double

The value of start point

EndPoint Double

The value of end point

StepDivision Flag

The division of steps

Nonlinear Table

The nonlinear vs frequency point array

Division Table

The frequency vs division point array

Frequency Table

The step frequency table

TimeStep Double

The value of time step

TimeArray Table The interval time array table