ConcreteTensionDamage(...)
This method creates a ConcreteTensionDamage object.
Path
mdb.models[name].materials[name].concreteDamagedPlasticity\ .ConcreteTensionDamage session.odbs[name].materials[name].concreteDamagedPlasticity\ .ConcreteTensionDamage
Required arguments
- table
A sequence of sequences of Floats specifying the items described below.
Optional arguments
- compressionRecovery
A Float 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
A SymbolicConstant 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 OFF.
- 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.
Exceptions
RangeError.