GetOConcrete Method

cPropMaterial GetOConcrete Method

CSi API ETABS 2015

(NEWER FUNCTION AVAILABLE) Retrieves the other material property data for concrete materials.

Namespace: ETABS2015
Assembly: ETABS2015 (in ETABS2015.dll) Version: 15.0.0.0 (15.0.0.0)

Syntax

int GetOConcrete(
	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 FrictionAngle,
	ref double DilatationalAngle,
	double Temp = 0
)

int GetOConcrete(
	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 FrictionAngle,
	ref double DilatationalAngle,
	double Temp = 0
)

Function GetOConcrete ( _
	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 FrictionAngle As Double, _
	ByRef DilatationalAngle As Double, _
	Optional Temp As Double = 0 _
) As Integer

Function GetOConcrete ( _
	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 FrictionAngle As Double, _
	ByRef DilatationalAngle As Double, _
	Optional Temp As Double = 0 _
) As Integer

int GetOConcrete(
	String^ Name, 
	double% Fc, 
	bool% IsLightweight, 
	double% FcsFactor, 
	int% SSType, 
	int% SSHysType, 
	double% StrainAtFc, 
	double% StrainUltimate, 
	double% FrictionAngle, 
	double% DilatationalAngle, 
	double Temp = 0
)

int GetOConcrete(
	String^ Name, 
	double% Fc, 
	bool% IsLightweight, 
	double% FcsFactor, 
	int% SSType, 
	int% SSHysType, 
	double% StrainAtFc, 
	double% StrainUltimate, 
	double% FrictionAngle, 
	double% DilatationalAngle, 
	double Temp = 0
)

Parameters

Name: Type: System String
The name of an existing concrete material property.

Fc: Type: System Double

IsLightweight: Type: System Boolean
If this item is True, the concrete is assumed to be lightweight concrete.

FcsFactor: Type: System Double

SSType

Type:

System Int32
This is 0, 1 or 2, indicating the stress-strain hysteresis type.

Value	SSType
0	User defined
1	Parametric - Simple
2	Parametric - Mander

SSHysType

Type:

System Int32
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: System Double

StrainUltimate: Type: System Double
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

FrictionAngle: Type: System Double
The Drucker-Prager friction angle. This item must be smaller or equal to 0 and less than 90. [deg]

DilatationalAngle: Type: System Double
The Drucker-Prager dilatational angle. This item must be smaller or equal to 0 and less than 90. [deg]

Temp (Optional): Type: System Double
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

Returns zero if the data is successfully retrieved; otherwise it returns a nonzero value.

Remarks

Examples

C++

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Public 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 FrictionAngle As Double 
       Dim DilatationalAngle As Double 

   'create ETABS object
       EtabsObject = CreateObject("CSI.ETABS.API.ETABSObject")

   'start ETABS application
       ret = EtabsObject.ApplicationStart()

   'create SapModel object
       SapModel = EtabsObject.SapModel

   'initialize model
       ret = SapModel.InitializeNewModel()

   'create steel deck template model
       ret = SapModel.File.NewSteelDeck(4,12,12,4,4,24,24)

   'initialize new material property
       ret = SapModel.PropMaterial.SetMaterial("Concrete", ETABS2013.eMatType.Concrete)

   'assign other properties
       ret = SapModel.PropMaterial.SetOConcrete("Concrete", 5, False, 0, 1, 2, 0.0022, 0.0052)

   'get other properties
       ret = SapModel.PropMaterial.GetOConcrete("Concrete", fc, IsLightweight, fcsfactor, SSType, SSHysType, StrainAtfc, StrainUltimate, FrictionAngle, DilatationalAngle)

   'close ETABS
       EtabsObject.ApplicationExit(False)

   'clean up variables
       SapModel = Nothing
       EtabsObject = Nothing 
   End Sub

Public 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 FrictionAngle As Double 
       Dim DilatationalAngle As Double 

   'create ETABS object
       EtabsObject = CreateObject("CSI.ETABS.API.ETABSObject")

   'start ETABS application
       ret = EtabsObject.ApplicationStart()

   'create SapModel object
       SapModel = EtabsObject.SapModel

   'initialize model
       ret = SapModel.InitializeNewModel()

   'create steel deck template model
       ret = SapModel.File.NewSteelDeck(4,12,12,4,4,24,24)

   'initialize new material property
       ret = SapModel.PropMaterial.SetMaterial("Concrete", ETABS2013.eMatType.Concrete)

   'assign other properties
       ret = SapModel.PropMaterial.SetOConcrete("Concrete", 5, False, 0, 1, 2, 0.0022, 0.0052)

   'get other properties
       ret = SapModel.PropMaterial.GetOConcrete("Concrete", fc, IsLightweight, fcsfactor, SSType, SSHysType, StrainAtfc, StrainUltimate, FrictionAngle, DilatationalAngle)

   'close ETABS
       EtabsObject.ApplicationExit(False)

   'clean up variables
       SapModel = Nothing
       EtabsObject = Nothing 
   End Sub