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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Material Params Concrete

Generate Concrete Material Parameters for input into the user defined Material Component.

Inputs

Name	ID	Description	Type
Fc	Fc	The concrete compressive strength. MPa	Number
Set by Weight	W	Set the Material by Weight Desity, rather than Mass Density	Boolean
Weight	W	The Weight of the material kN/m3	Number
Lightweight	L	If this item is True, the concrete is assumed to be lightweight concrete.	Boolean
Fcs Factor	F	The shear strength reduction factor for lightweight concrete.	Number
SS Curve Type	SC	stress-strain curve type: (0=User_Defined 1=Parametric_Simple 2=Parametric_Mandar)	Integer
Strain at Fc	S	This item applies only to parametric stress-strain curves. It is the strain at the unconfined compressive strength.	Number
Strain Ultimate	U	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.	Number
Final Slope	S	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.	Number
Friction Angle	F	The Drucker-Prager friction angle, 0 <= FrictionAngle < 90. [deg]	Number
Dilation Angle	D	The Drucker-Prager dilatational angle, 0 <= DilatationalAngle < 90. [deg]	Number
TimeDependent	T	Time Dependent Parameters	Generic Data

Outputs

Name	ID	Description	Type
Material Params	M	Structural Material Params. Wire into a User defined Material Component to Set Material Type	Generic Data