Get Options of Nonlinear Study (VBA)
This example shows how to get a nonlinear study's options.
'---------------------------------------------------------------
' Preconditions:
' 1. Add the SOLIDWORKS Simulation as an add-in
' (in SOLIDWORKS, click Tools > Add-ins > SOLIDWORKS Simulation).
' 2. Add the SOLIDWORKS Simulation type library as a reference
' (in the IDE, click Tools > References > SOLIDWORKS
' Simulation version type library).
' 3. The specified file exists.
' 4. Open the Immediate window.
'
' Postconditions: Data for each nonlinear study in the
' active model is printed to the Immediate window.
'
' NOTE: Because the model is used elsewhere, do not save any
' changes when closing it.
'-------------------------------------
Option Explicit
Dim swApp As SldWorks.SldWorks
Dim swAddin As CosmosWorksLib.CwAddincallback
Dim ssApp As CosmosWorksLib.CosmosWorks
Dim ssModelDoc As CosmosWorksLib.CWModelDoc
Dim ssStudyMgr As CosmosWorksLib.CWStudyManager
Dim ssStudy As CosmosWorksLib.CWStudy
Dim ssStudyOption As Object
Dim ssNonLinearStudyOptions As CosmosWorksLib.CWNonLinearStudyOptions
Dim docName As String
Dim errors As Long
Dim warnings As Long
Dim studyCnt As Long
Dim studyName As String
Dim studyType As Long
Dim i As Long
Dim maxLoad As Double
Dim maxDisplacement As Double
Dim unit As Long
Dim maxArcSteps As Long
Dim arcLengthMultiplier As Double
Dim displacementComponent As Long
Dim selectedEntity As Object
Dim frequency As Long
Dim maximum As Long
Dim convergence As Double
Dim tolerance As Double
Dim factor As Double
Dim swEntity As Entity
Dim entityType As Long
Dim selEntityType As String
Sub main()
Set swApp = Application.SldWorks
' Open specified document, which has two nonlinear studies
docName = "c:\Program Files\solidworks Corp\SOLIDWORKS\Simulation\Examples\Nonlinear\nl_plate.sldprt"
swApp.OpenDoc6 docName, swDocPART, swOpenDocOptions_Silent, "", errors, warnings
' Get SOLIDWORKS Simulation and its Study Manager object
Set swAddin = swApp.GetAddInObject("SldWorks.Simulation")
Set ssApp = swAddin.CosmosWorks
Set ssModelDoc = ssApp.ActiveDoc
Set ssStudyMgr = ssModelDoc.StudyManager
' Get data for only nonlinear types of studies
studyCnt = ssStudyMgr.StudyCount
For i = 0 To studyCnt - 1
Set ssStudy = ssStudyMgr.GetStudy(i)
studyName = ssStudy.Name
Debug.Print ""
Debug.Print "Study name: " & studyName
studyType = ssStudy.AnalysisType
If (studyType = swsAnalysisStudyTypeNonlinear) Then
' Get nonlinear study's data
Set ssStudyOption = ssStudy.NonLinearStudyOptions
Debug.Print " Study type: Nonlinear"
Set ssNonLinearStudyOptions = ssStudyOption
Debug.Print " Control method type: " & ssNonLinearStudyOptions.ControlMethodType
Debug.Print " Start time: " & ssNonLinearStudyOptions.StartTime
Debug.Print " End time: " & ssNonLinearStudyOptions.EndTime
Debug.Print " Solution-time increment: " & ssNonLinearStudyOptions.TimeIncrement
Debug.Print " Fixed-time increment: " & ssNonLinearStudyOptions.FixedTimeIncrement
Debug.Print " Integration method type: " & ssNonLinearStudyOptions.IntegrationMethodType
Debug.Print " Results folder path: " & ssNonLinearStudyOptions.ResultFolderPath
Debug.Print " Save data for restarting analysis? " & ssNonLinearStudyOptions.SaveDataForRestartingAnalysis
Debug.Print " Solver type: " & ssNonLinearStudyOptions.SolverType
Debug.Print " Use large strain formulation? " & ssNonLinearStudyOptions.UseLargeStrain
Debug.Print " Update direction of load at every solution step with deflection? " & ssNonLinearStudyOptions.UseUpdateLoadDirection
ssNonLinearStudyOptions.GetArcLengthCompletionOptions maxLoad, maxDisplacement, unit, maxArcSteps, arcLengthMultiplier
Debug.Print " Use large displacement formulation? " & ssNonLinearStudyOptions.UseLargeDisplacement
Debug.Print " Arc-length completion options (maximum load, maximum displacement, unit, maximum arc steps, and arc-length multiplier): " & maxLoad & ", " & maxDisplacement & ", " & unit & ", " & maxArcSteps & ", " & arcLengthMultiplier
selEntityType = "Nothing"
ssNonLinearStudyOptions.GetDisplacementControlOptions2 displacementComponent, unit, selectedEntity
If Not selectedEntity Is Nothing Then
Set swEntity = selectedEntity
entityType = swEntity.GetType
Select Case entityType
Case 3
selEntityType = "vertex"
Case 6
selEntityType = "reference point"
Case 0
selEntityType = "Nothing"
End Select
End If
Debug.Print " Displacement control options (displacement component, unit, selected entity): " & displacementComponent & ", " & unit & ", " & selEntityType
Debug.Print " Iterative method type: " & ssNonLinearStudyOptions.IterativeMethodType
ssNonLinearStudyOptions.GetStepToleranceOptions frequency, maximum, convergence, tolerance, factor
Debug.Print " Tolerance: "
Debug.Print " Frequency of performing equilibrium in number of solution steps: " & frequency
Debug.Print " Maximum number of equilibrium iterations for any solution step: " & maximum
Debug.Print " Relative displacement tolerance used for equilibrium convergence: " & convergence
Debug.Print " Tolerance for strain increment for models with creep or plasticity: " & tolerance
Debug.Print " Stiffness singularity elimination factor: " & factor Dim status As Long
status = ssNonLinearStudyOptions.SetStepToleranceOptions(-1, 10, 0.002, 0.02, 1)
Debug.Print " New Tolerance: "
Debug.Print " Frequency of performing equilibrium in number of solution steps: " & frequency
Debug.Print " Maximum number of equilibrium iterations for any solution step: " & maximum
Debug.Print " Relative displacement tolerance used for equilibrium convergence: " & convergence
Debug.Print " Tolerance for strain increment for models with creep or plasticity: " & tolerance
Debug.Print " Stiffness singularity elimination factor: " & factor
End If
Next
End Sub