cPropMaterialGetOConcrete_1 Method  | 
 
 Retrieves the other material property data for concrete materials.
 
 
    Namespace: 
   ETABS2016
    Assembly:
   ETABS2016 (in ETABS2016.dll) Version: 16.0.0.0 (16.0.0.0)
Syntaxint GetOConcrete_1(
	string Name,
	ref double Fc,
	ref bool IsLightweight,
	ref double FcsFactor,
	ref int SSType,
	ref int SSHysType,
	ref double StrainAtFc,
	ref double StrainUltimate,
	ref double FinalSlope,
	ref double FrictionAngle,
	ref double DilatationalAngle,
	double Temp = 0
)
Function GetOConcrete_1 ( 
	Name As String,
	ByRef Fc As Double,
	ByRef IsLightweight As Boolean,
	ByRef FcsFactor As Double,
	ByRef SSType As Integer,
	ByRef SSHysType As Integer,
	ByRef StrainAtFc As Double,
	ByRef StrainUltimate As Double,
	ByRef FinalSlope As Double,
	ByRef FrictionAngle As Double,
	ByRef DilatationalAngle As Double,
	Optional Temp As Double = 0
) As Integer
int GetOConcrete_1(
	String^ Name, 
	double% Fc, 
	bool% IsLightweight, 
	double% FcsFactor, 
	int% SSType, 
	int% SSHysType, 
	double% StrainAtFc, 
	double% StrainUltimate, 
	double% FinalSlope, 
	double% FrictionAngle, 
	double% DilatationalAngle, 
	double Temp = 0
)
abstract GetOConcrete_1 : 
        Name : string * 
        Fc : float byref * 
        IsLightweight : bool byref * 
        FcsFactor : float byref * 
        SSType : int byref * 
        SSHysType : int byref * 
        StrainAtFc : float byref * 
        StrainUltimate : float byref * 
        FinalSlope : float byref * 
        FrictionAngle : float byref * 
        DilatationalAngle : float byref * 
        ?Temp : float 
(* Defaults:
        let _Temp = defaultArg Temp 0
*)
-> int 
Parameters
- Name
 - Type: SystemString
The name of an existing concrete material property. - Fc
 - Type: SystemDouble
 - IsLightweight
 - Type: SystemBoolean
If this item is  True, the concrete is assumed to be lightweight concrete. - FcsFactor
 - Type: SystemDouble
 - SSType
 - Type: SystemInt32
This is 0, 1 or 2, indicating the stress-strain curve type.
 | Value | SSType | 
|---|
| 0 | User defined | 
| 1 | Parametric - Simple | 
| 2 | Parametric - Mander | 
 - SSHysType
 - Type: SystemInt32
This is 0 through 7, indicating the stress-strain curve type.
 | Value | SSHysType | 
|---|
| 0 | Elastic | 
| 1 | Kinematic | 
| 2 | Takeda | 
| 3 | Pivot | 
| 4 | Concrete | 
| 5 | BRB Hardening | 
| 6 | Degrading | 
| 7 | Isotropic | 
 - StrainAtFc
 - Type: SystemDouble
 - StrainUltimate
 - Type: SystemDouble
This item applies only to parametric stress-strain curves.
 It is the ultimate unconfined strain capacity. This item must be larger than
 the StrainAtfc item - FinalSlope
 - Type: SystemDouble
This item applies only to parametric stress-strain curves.
 It is a multiplier on the material modulus of elasticity, E.
 This value multiplied times E gives the final slope on the compression side of the curve. - FrictionAngle
 - Type: SystemDouble
The Drucker-Prager friction angle. 
 This item must be smaller or equal to 0 and less than 90. [deg] - DilatationalAngle
 - Type: SystemDouble
The Drucker-Prager dilatational angle. 
 This item must be smaller or equal to 0 and less than 90. [deg] - Temp (Optional)
 - Type: SystemDouble
The temperature at which the specified data is to be retrieved.
 The temperature must have been defined previously for the material.
 This item applies only if the specified material has properties that are temperature dependent.
 That is, it applies only if properties are specified for the material at more than one temperature.
 
Return Value
Type: 
Int32Returns zero if the data is successfully retrieved; otherwise it returns a nonzero value.
Remarks
ExamplesPublic Sub Example()
       Dim SapModel As cSapModel
       Dim EtabsObject As cOAPI
       Dim ret As Integer = -1
       Dim fc As Double
       Dim IsLightweight As Boolean
       Dim fcsfactor As Double
       Dim SSType As Integer
       Dim SSHysType As Integer
       Dim StrainAtfc As Double
       Dim StrainUltimate As Double
       Dim FinalSlope As Double
       Dim FrictionAngle As Double
       Dim DilatationalAngle As Double
   
       EtabsObject = CreateObject("CSI.ETABS.API.ETABSObject")
   
       ret = EtabsObject.ApplicationStart()
   
       SapModel = EtabsObject.SapModel
   
       ret = SapModel.InitializeNewModel()
   
       ret = SapModel.File.NewSteelDeck(4,12,12,4,4,24,24)
   
       ret = SapModel.PropMaterial.SetMaterial("Concrete", eMatType.Concrete)
   
       ret = SapModel.PropMaterial.SetOConcrete_1("Concrete", 5, False, 0, 1, 2, 0.0022, 0.0052, -0.1)
   
       ret = SapModel.PropMaterial.GetOConcrete_1("Concrete", fc, IsLightweight, fcsfactor, SSType, SSHysType, StrainAtfc, StrainUltimate, FinalSlope, FrictionAngle, DilatationalAngle)
   
       EtabsObject.ApplicationExit(False)
   
       SapModel = Nothing
       EtabsObject = Nothing
   End Sub
See Also