SetOConcrete_1 Method

cPropMaterial SetOConcrete_1 Method

CSi API ETABS 2015

Sets 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 SetOConcrete_1(
	string Name,
	double Fc,
	bool IsLightweight,
	double FcsFactor,
	int SSType,
	int SSHysType,
	double StrainAtFc,
	double StrainUltimate,
	double FinalSlope,
	double FrictionAngle = 0,
	double DilatationalAngle = 0,
	double Temp = 0
)

int SetOConcrete_1(
	string Name,
	double Fc,
	bool IsLightweight,
	double FcsFactor,
	int SSType,
	int SSHysType,
	double StrainAtFc,
	double StrainUltimate,
	double FinalSlope,
	double FrictionAngle = 0,
	double DilatationalAngle = 0,
	double Temp = 0
)

Function SetOConcrete_1 ( _
	Name As String, _
	Fc As Double, _
	IsLightweight As Boolean, _
	FcsFactor As Double, _
	SSType As Integer, _
	SSHysType As Integer, _
	StrainAtFc As Double, _
	StrainUltimate As Double, _
	FinalSlope As Double, _
	Optional FrictionAngle As Double = 0, _
	Optional DilatationalAngle As Double = 0, _
	Optional Temp As Double = 0 _
) As Integer

Function SetOConcrete_1 ( _
	Name As String, _
	Fc As Double, _
	IsLightweight As Boolean, _
	FcsFactor As Double, _
	SSType As Integer, _
	SSHysType As Integer, _
	StrainAtFc As Double, _
	StrainUltimate As Double, _
	FinalSlope As Double, _
	Optional FrictionAngle As Double = 0, _
	Optional DilatationalAngle As Double = 0, _
	Optional Temp As Double = 0 _
) As Integer

int SetOConcrete_1(
	String^ Name, 
	double Fc, 
	bool IsLightweight, 
	double FcsFactor, 
	int SSType, 
	int SSHysType, 
	double StrainAtFc, 
	double StrainUltimate, 
	double FinalSlope, 
	double FrictionAngle = 0, 
	double DilatationalAngle = 0, 
	double Temp = 0
)

int SetOConcrete_1(
	String^ Name, 
	double Fc, 
	bool IsLightweight, 
	double FcsFactor, 
	int SSType, 
	int SSHysType, 
	double StrainAtFc, 
	double StrainUltimate, 
	double FinalSlope, 
	double FrictionAngle = 0, 
	double DilatationalAngle = 0, 
	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 curve 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

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

DilatationalAngle (Optional): 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 applies. 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 assigned; 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 

   '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_1("Concrete", 5, False, 0, 1, 2, 0.0022, 0.0052, -0.1, 0, 0)

   '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 

   '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_1("Concrete", 5, False, 0, 1, 2, 0.0022, 0.0052, -0.1, 0, 0)

   'close ETABS
       EtabsObject.ApplicationExit(False)

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