cPropMaterialSetOConcrete_1 Method |
Sets 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 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
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
)
abstract SetOConcrete_1 :
Name : string *
Fc : float *
IsLightweight : bool *
FcsFactor : float *
SSType : int *
SSHysType : int *
StrainAtFc : float *
StrainUltimate : float *
FinalSlope : float *
?FrictionAngle : float *
?DilatationalAngle : float *
?Temp : float
(* Defaults:
let _FrictionAngle = defaultArg FrictionAngle 0
let _DilatationalAngle = defaultArg DilatationalAngle 0
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 (Optional)
- Type: SystemDouble
The Drucker-Prager friction angle.
This item must be smaller or equal to 0 and less than 90. [deg] - DilatationalAngle (Optional)
- 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 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
Type:
Int32Returns zero if the data is successfully assigned; otherwise it returns a nonzero value.
Remarks
ExamplesPublic Sub Example()
Dim SapModel As cSapModel
Dim EtabsObject As cOAPI
Dim ret As Integer = -1
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, 0, 0)
EtabsObject.ApplicationExit(False)
SapModel = Nothing
EtabsObject = Nothing
End Sub
See Also