The ConcreteCompressionDamage object specifies hardening for the concrete damaged plasticity model.
import material mdb.models[name].materials[name].concreteDamagedPlasticity\ .concreteCompressionDamage import odbMaterial session.odbs[name].materials[name].concreteDamagedPlasticity\ .concreteCompressionDamage
This method creates a ConcreteCompressionDamage object.
mdb.models[name].materials[name].concreteDamagedPlasticity\ .ConcreteCompressionDamage session.odbs[name].materials[name].concreteDamagedPlasticity\ .ConcreteCompressionDamage
Required argument
A sequence of sequences of Floats specifying the items described below.
Optional arguments
A Float specifying the value of the stiffness recovery factor,
, that determines the amount of tension stiffness that is recovered as loading changes from compression to tension. The default value is 0.0.
A Boolean specifying whether the data depend on temperature. The default value is OFF.
An Int specifying the number of field variable dependencies. The default value is 0.
Table data
Compressive damage variable, 
.
Inelastic (crushing) strain, 
.
Temperature, if the data depend on temperature.
Value of the first field variable, if the data depend on field variables.
Value of the second field variable.
Etc.
Return value
A ConcreteCompressionDamage object.
Exceptions
RangeError.
This method modifies the ConcreteCompressionDamage object.
Required arguments
Optional arguments
The optional arguments to setValues are the same as the arguments to the ConcreteCompressionDamage method.
Return value
Exceptions
RangeError.
The ConcreteCompressionDamage object has members with the same names and descriptions as the arguments to the ConcreteCompressionDamage method.