ConcreteCompressionDamage object | ||
| ||
Access
materialApi.materials()[name].concreteDamagedPlasticity()\
.concreteCompressionDamage()
ConcreteCompressionDamage(...)
This method creates a ConcreteCompressionDamage object.
Path
materialApi.materials()[name].concreteDamagedPlasticity()\
.ConcreteCompressionDamage
Prototype
odb_ConcreteCompressionDamage&
ConcreteCompressionDamage(const odb_SequenceSequenceDouble& table,
double tensionRecovery,
bool temperatureDependency,
int dependencies);
Required arguments
- table
An odb_SequenceSequenceDouble specifying the items described below.
Optional arguments
- tensionRecovery
A Double 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 false.
- 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.
Members
The ConcreteCompressionDamage object has members with the same names and descriptions as the arguments to the ConcreteCompressionDamage method.