ConcreteCompressionDamage object | ||
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Access
import material mdb.models[name].materials[name].concreteDamagedPlasticity\ .concreteCompressionDamage import odbMaterial session.odbs[name].materials[name].concreteDamagedPlasticity\ .concreteCompressionDamage
ConcreteCompressionDamage(...)
This method creates a ConcreteCompressionDamage object.
Path
mdb.models[name].materials[name].concreteDamagedPlasticity\ .ConcreteCompressionDamage session.odbs[name].materials[name].concreteDamagedPlasticity\ .ConcreteCompressionDamage
Required arguments
- table
A sequence of sequences of Floats specifying the items described below.
Optional arguments
- tensionRecovery
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.
- temperatureDependency
A Boolean specifying whether the data depend on temperature. The default value is OFF.
- dependencies
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.
setValues(...)
This method modifies the ConcreteCompressionDamage object.
Required arguments
None.
Optional arguments
The optional arguments to setValues are the same as the arguments to the ConcreteCompressionDamage method.
Return value
None.
Exceptions
RangeError.
Members
The ConcreteCompressionDamage object has members with the same names and descriptions as the arguments to the ConcreteCompressionDamage method.