This method creates a ConcreteTensionDamage object.
Path
materialApi.materials()[name].concreteDamagedPlasticity()\
.ConcreteTensionDamage
Prototype
odb_ConcreteTensionDamage&
ConcreteTensionDamage(const odb_SequenceSequenceDouble& table,
double compressionRecovery,
const odb_String& type,
bool temperatureDependency,
int dependencies);
Required arguments
- table
An odb_SequenceSequenceDouble specifying the items described below.
Optional arguments
- compressionRecovery
A Double specifying the value of the stiffness recovery factor, , that determines the amount of compression stiffness that is recovered as loading changes from tension to compression. The default value is 1.0.
- type
An odb_String specifying the type of tensile damage data. Set type="STRAIN" to specify the tensile damage variable as a function of cracking strain. Set type="DISPLACEMENT" to specify the tensile damage variable as a function of cracking displacement. Possible values are "STRAIN" and "DISPLACEMENT". The default value is "STRAIN".
- 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
If type=STRAIN, the table data specify the following:
Tensile damage variable, .
Direct cracking 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.
If type=DISPLACEMENT, the table data specify the following:
Tensile damage variable, .
Direct cracking displacement, .
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 ConcreteTensionDamage object.