Create Linear Dynamic Response Spectrum Study Example (VBA)
This example shows how to create a linear dynamic study with a response
spectrum analysis and get some study options.
'---------------------------------------------------------------------------
' Preconditions:
' 1. Add the SOLIDWORKS Simulation as an add-in (in SOLIDWORKS, click
' Tools > Add-ins > SOLIDWORKS Simulation > OK).
' 2. Add the SOLIDWORKS Simulation type library as a reference (in the IDE,
' click Tools > References > SOLIDWORKS
Simulation version type library).
' 3. Ensure that the specified file to open exists.
' 4. Ensure that the c:\temp folder exists.
'
' Postconditions:
' 1. Opens the specified file.
' 2. Creates a linear dynamic study for response spectrum analysis.
' 3. Runs the analysis.
' 4. Prints some study options and results to the Immediate window.
' 5. Saves the solution step, displacement, velocity,
' and stress result files to c:\temp.
'
' NOTE: Because the model is used elsewhere, do not save any changes.
'---------------------------------------------------------------------------
Option Explicit
Sub main()
Dim SwApp As SldWorks.SldWorks
Dim Part As SldWorks.ModelDoc2
Dim COSMOSWORKS As CosmosWorksLib.COSMOSWORKS
Dim CWAddinCallBack As CosmosWorksLib.CWAddinCallBack
Dim ActDoc As CosmosWorksLib.CWModelDoc
Dim StudyMngr As CosmosWorksLib.CWStudyManager
Dim Study As CosmosWorksLib.CWStudy
Dim ShellMgr As CosmosWorksLib.CWShellManager
Dim ShellMat As CosmosWorksLib.CWMaterial
Dim LBCMgr As CosmosWorksLib.CWLoadsAndRestraintsManager
Dim DynStudyOptions As CosmosWorksLib.CWDynamicStudyOptions
Dim CWBaseExcitationU As CosmosWorksLib.CWBaseExcitation
Dim CWBaseExcitationEntity As Object
Dim CWDirectionEntity As Object
Dim longstatus As Long
Dim longwarnings As Long
Dim errCode As Long
Dim boolstatus As Boolean
Dim nStep As Long
Dim pDisp5 As Object
Dim DispArray1 As Variant, DispArray3 As Variant
Dim Disp As Variant, Stress As Variant, Velocity As Variant,
Acceleration As Variant
Dim sStudyName As String
Dim ResultOptions As CosmosWorksLib.CWStudyResultOptions
Dim i As Long
Dim freqOption As Long
Dim freqValue As Double
Dim bChecked As Long
Dim forces2 As Variant
Dim selectedAndModelReactionFM As Variant
Dim selectedOnlyReactionFM As Variant
Dim CWFeatObj1 As CosmosWorksLib.CWShell
Dim CWFeatObj3 As CosmosWorksLib.CWRestraint
Dim CWFeatObj4 As CosmosWorksLib.CWMesh
Dim CWFeatObj5 As CosmosWorksLib.CWResults
Dim param As Long
Dim dParam As Double
'Tolerances and baselines
Const MeshEleSize As Double = 26.5868077635828
'mm
Const MeshTol As Double =
1.32934038817914 'mm
'Connect to SOLIDWORKS
Set SwApp = Application.SldWorks
If SwApp Is Nothing Then Exit Sub
'Open document
Set Part = SwApp.OpenDoc6("C:\Users\Public\Documents\SOLIDWORKS\SOLIDWORKS 2018\samples\tutorial\api\lineardynamic.SLDPRT", swDocPART,
swOpenDocOptions_Silent, "", longstatus, longwarnings)
If Part Is Nothing Then ErrorMsg SwApp, "Failed to open
lineardynamic.SLDPRT"
'Add-in callback
Set CWAddinCallBack = SwApp.GetAddInObject("CosmosWorks.CosmosWorks")
If CWAddinCallBack Is Nothing Then ErrorMsg SwApp, "Failed to
get CwAddincallback object"
Set COSMOSWORKS = CWAddinCallBack.COSMOSWORKS
If COSMOSWORKS Is Nothing Then ErrorMsg SwApp, "Failed to get
CosmosWorks object"
'Get active document
Set ActDoc = COSMOSWORKS.ActiveDoc()
If ActDoc Is Nothing Then ErrorMsg SwApp, "Failed to get
active document"
'Create a dynamic random vibration study
Set StudyMngr = ActDoc.StudyManager()
If StudyMngr Is Nothing Then ErrorMsg SwApp, "Failed to get
study manager object"
sStudyName = "Dynamic_Response_Spectrum"
Set Study = StudyMngr.CreateNewStudy3(sStudyName,
swsAnalysisStudyTypeDynamic, swsDynamicAnalysisSubTypeResponse, errCode)
Debug.Print "Linear dynamic study with response spectrum
analysis"
Debug.Print ""
Debug.Print "Study configuration name is " & Study.ConfigurationName
Debug.Print "Dynamic analysis subtype as defined in
swsAnalysisStudyType_e is " & Study.DynamicAnalysisSubType
Debug.Print "Dynamic study options..."
Set DynStudyOptions = Study.DynamicStudyOptions
errCode = DynStudyOptions.GetFrequencyOption2(freqOption,
freqValue)
Debug.Print " Frequency option (0=number of
frequencies, 1=upper bound): " & freqOption
Debug.Print " No. of frequencies or upper-bound
frequency: " & freqValue
errCode = DynStudyOptions.GetFrequencyShiftOption2(bChecked,
freqValue)
Debug.Print " Is frequency shift enabled (0=no, 1=yes)?
" & bChecked
Debug.Print " Frequency shift: " & freqValue
errCode = DynStudyOptions.SetIncompatibleBondingOption2(0)
' automatic
errCode = DynStudyOptions.SetUseSoftSpring3(0) ' do
not use soft springs to stabilize model
errCode = DynStudyOptions.SetResultFolderPath2("c:\temp")
DynStudyOptions.SolverType = 2 ' FFEPlus
errCode = DynStudyOptions.GetResponseSpectrumClusterFactor2(dParam)
Debug.Print " Cluster factor: " & dParam
errCode = DynStudyOptions.GetResponseSpectrumCurveInterpolation2(param)
Debug.Print " Curve interpolation as defined in
swsInterpolationType_e: " & param
errCode = DynStudyOptions.GetResponseSpectrumModeCombinationMethod2(param)
Debug.Print " Mode combination method as defined in
swsModeCombinationMethod_e: " & param
errCode = DynStudyOptions.GetResponseSpectrumUseMaterialDamping3(param)
Debug.Print " Use the material damping ratio? (-1 to
use, 0 to not): " & param
Debug.Print ""
'Set study result options
Debug.Print "Study result options..."
Set ResultOptions = Study.StudyResultOptions
ResultOptions.SaveResultsForSolutionStepsOption = 1 '
save solution step results
ResultOptions.SaveDisplacementsAndVelocitiesOption = 1
' save displacements and velocities
ResultOptions.SaveStresses = 1 ' save stresses
'Solution step set #1
errCode = ResultOptions.SetSolutionStepsSetInformation(1,
10, 100, 3)
Debug.Print " Set solution steps set #1 (10-100,
inc=3)? (0=success): " & errCode
'Solution step set #3
errCode = ResultOptions.SetSolutionStepsSetInformation(3,
100, 1000, 5)
Debug.Print " Set solution steps set #3 (100-1000,
inc=5)? (0=success): " & errCode
Debug.Print ""
Dim PID As Variant
Dim SelObj As Object
Dim obj As Object
'Get face by persistent ID
boolstatus = Part.Extension.SelectByID2("",
"FACE", 0.367377178180561, 1.53999999998859E-02, -0.443699715030164, False, 0,
Nothing, 0)
Set obj = Part.SelectionManager.GetSelectedObject6(1,
-1)
PID = Part.Extension.GetPersistReference3(obj)
Set SelObj = Part.Extension.GetObjectByPersistReference3((PID),
errCode)
DispArray1 = Array(SelObj) 'Face
'Get edge by persistent ID
boolstatus = Part.Extension.SelectByID2("",
"EDGE", 0.473843326221299, 1.60904480509885E-02, -6.90335842989498E-04, False,
0, Nothing, 0)
Set obj = Part.SelectionManager.GetSelectedObject6(1,
-1)
PID = Part.Extension.GetPersistReference3(obj)
Set CWBaseExcitationEntity = Part.Extension.GetObjectByPersistReference3((PID),
errCode)
DispArray3 = Array(CWBaseExcitationEntity) 'Edge
'Get Axis1 reference geometry by persistent ID
boolstatus = Part.Extension.SelectByID2("Axis1",
"AXIS", -3.20045390890095E-02, 6.39408825367532E-02, -3.19259521004658E-02,
False, 0, Nothing, 0)
Set obj = Part.SelectionManager.GetSelectedObject6(1,
-1)
PID = Part.Extension.GetPersistReference3(obj)
Set CWDirectionEntity = Part.Extension.GetObjectByPersistReference3((PID),
errCode)
Set pDisp5 = CWDirectionEntity
'Add materials
Set ShellMgr = Study.ShellManager
If ShellMgr Is Nothing Then ErrorMsg SwApp, "Failed to get
shell manager object"
Set CWFeatObj1 = ShellMgr.GetShellAt(0, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get shell
component"
Set ShellMat = CWFeatObj1.GetDefaultMaterial
ShellMat.MaterialUnits = 0
Call ShellMat.SetPropertyByName("EX", 2000000000000#,
0)
Call ShellMat.SetPropertyByName("NUXY", 0.25, 0)
errCode = CWFeatObj1.SetShellMaterial(ShellMat)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to apply
material"
Call CWFeatObj1.ShellBeginEdit
CWFeatObj1.Formulation = 1 ' thick shell
CWFeatObj1.ShellUnit = 1 ' centimeters
CWFeatObj1.ShellThickness = 5 ' 5 cm
CWFeatObj1.ShellOffsetOption = 3 ' specify reference
surface
CWFeatObj1.ShellOffsetValue = 0.3
errCode = CWFeatObj1.ShellEndEdit
If errCode <> 0 Then ErrorMsg SwApp, "Failed to create shell"
Set CWFeatObj1 = Nothing
'Get loads and restraints manager
Set LBCMgr = Study.LoadsAndRestraintsManager
If LBCMgr Is Nothing Then ErrorMsg SwApp, "Failed to get
loads and restraints manager"
Debug.Print " "
'Add a restraint
Set CWFeatObj3 = LBCMgr.AddRestraint(0, (DispArray3),
pDisp5, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to create
restraint"
Call CWFeatObj3.RestraintBeginEdit
Call CWFeatObj3.SetTranslationComponentsValues(0, 0,
1, 0#, 0#, 0#)
Call CWFeatObj3.SetRotationComponentsValues(0, 0, 0,
0#, 0#, 0#)
CWFeatObj3.Unit = 2
errCode = CWFeatObj3.RestraintEndEdit
If errCode <> 0 Then ErrorMsg SwApp, "Restraint end-edit
failed"
'Create mesh
Set CWFeatObj4 = Study.Mesh
If CWFeatObj4 Is Nothing Then ErrorMsg SwApp, "Failed to
create mesh object"
CWFeatObj4.MesherType = 0 ' standard
CWFeatObj4.Quality = 1 ' high
errCode = Study.CreateMesh(0, MeshEleSize, MeshTol)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to create mesh"
Debug.Print "Worst Jacobian ratio for the mesh: " &
CWFeatObj4.GetWorstJacobianRatio
Debug.Print ""
'Add uniform base excitation
Set CWBaseExcitationU = LBCMgr.AddUniformBaseExcitation(swsBaseExcitationType_Displacement,
CWBaseExcitationEntity, 1, 1, 10#, 0, 0, 0, 0, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Adding uniform base
excitation failed"
Debug.Print "Uniform base excitation type (0=Disp, 1=Vel,
2=Acc): " & CWBaseExcitationU.BaseExcitationType
Dim bdir1 As Long, bdir2 As Long, bdir3 As Long
CWBaseExcitationU.GetExcitationDirections bdir1,
bdir2, bdir3
Debug.Print " Excitation in..."
Debug.Print " Direction 1 (1=true)? " & bdir1
Debug.Print " Direction 2 (1=true)? " & bdir2
Debug.Print " Direction 3 (1=true)? " & bdir3
Dim dval1 As Double, dval2 As Double, dval3 As Double
CWBaseExcitationU.GetExcitationDirectionValues dval1,
dval2, dval3
Debug.Print " Excitation value in swsUnit_e units..."
Debug.Print " Direction 1: " & dval1
Debug.Print " Direction 2: " & dval2
Debug.Print " Direction 3: " & dval3
Dim curveData As Variant
curveData = CWBaseExcitationU.GetTimeOrFrequencyCurve
'variation with frequency data
Debug.Print " Displacement excitation variation with
frequency data"
Debug.Print " (number of points, x1, y1, x2, y2...xn, yn):"
For i = 0 To UBound(curveData)
Debug.Print (" * " &
curveData(i))
Next
Debug.Print " Excitation phase angle (-1 if not set): "
& CWBaseExcitationU.PhaseAngle
Debug.Print " Excitation phase angle unit in
swsPhaseAngleUnit_e units: " & CWBaseExcitationU.PhaseAngleUnit
Debug.Print " Excitation units (dependent on excitation
type): " & CWBaseExcitationU.Unit
Debug.Print ""
'Run analysis
Debug.Print "Running the analysis"
Debug.Print ""
errCode = Study.RunAnalysis
If errCode <> 0 Then ErrorMsg SwApp, "Analysis failed with
error code as defined in swsRunAnalysisError_e: " & errCode
'Get results
Set CWFeatObj5 = Study.Results
If CWFeatObj5 Is Nothing Then ErrorMsg SwApp, "Failed to get
results object"
Debug.Print "Study results..."
nStep = CWFeatObj5.GetMaximumAvailableSteps
Debug.Print " Maximum available steps: " & nStep
'Get algebraic minimum/maximum resultant displacements
Disp = CWFeatObj5.GetMinMaxDisplacement(3, nStep,
Nothing, 0, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get
displacement results"
Debug.Print " Min/max URES resultant displacements
(Node, Min, Node, Max):"
For i = 0 To UBound(Disp)
Debug.Print (" * " & Disp(i))
Next
Debug.Print ""
'Get algebraic minimum/maximum von Mises stresses
Stress = CWFeatObj5.GetMinMaxStress(9, 0, nStep,
Nothing, 3, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get stress
results"
Debug.Print " Algebraic min/max von Mises stresses
(Node, Min, Node, Max):"
For i = 0 To UBound(Stress)
Debug.Print (" * " & Stress(i))
Next
Debug.Print ""
'Get algebraic minimum/maximum velocities
Velocity = CWFeatObj5.GetMinMaxVelocity(0, nStep,
CWDirectionEntity, 0, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get velocity
results"
Debug.Print " Algebraic min/max velocities (Node, Min,
Node, Max):"
For i = 0 To UBound(Velocity)
Debug.Print (" * " & Velocity(i))
Next
Debug.Print ""
'Get algebraic minimum/maximum accelerations
Acceleration = CWFeatObj5.GetMinMaxAcceleration(0,
nStep, CWDirectionEntity, 0, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get
acceleration results"
Debug.Print " Algebraic min/max accelerations (Node,
Min, Node, Max):"
For i = 0 To UBound(Acceleration)
Debug.Print (" * " &
Acceleration(i))
Next
'Reaction forces and moments for entire model and selected
face at solution step 1
forces2 = CWFeatObj5.GetReactionForcesAndMomentsWithSelections(1,
Nothing, swsForceUnitNOrNm, (DispArray1), selectedAndModelReactionFM,
selectedOnlyReactionFM, errCode)
If errCode <> 0 Then ErrorMsg SwApp, "Failed to get reaction
forces and moments"
Debug.Print " Reaction forces (N) and moments (N-m) for
selected face at solution step 1 "
Debug.Print " {xcoord_force, ycoord_force, zcoord_force,
resultant_force, "
Debug.Print " xcoord_moment, ycoord_moment,
zcoord_moment, resultant_moment}:"
For i = 0 To UBound(selectedOnlyReactionFM)
Debug.Print (" * " &
selectedOnlyReactionFM(i))
Next
End Sub
Sub ErrorMsg(SwApp As SldWorks.SldWorks, Message As String)
SwApp.SendMsgToUser2 Message, 0, 0
SwApp.RecordLine "'*** WARNING - General"
SwApp.RecordLine "'*** " & Message
SwApp.RecordLine ""
End Sub