Source code for abaqus.Material.Plastic.Concrete.ConcreteCompressionDamage
from abaqusConstants import *
[docs]class ConcreteCompressionDamage:
"""The ConcreteCompressionDamage object specifies hardening for the concrete damaged
plasticity model.
Notes
-----
This object can be accessed by:
.. code-block:: python
import material
mdb.models[name].materials[name].concreteDamagedPlasticity.concreteCompressionDamage
import odbMaterial
session.odbs[name].materials[name].concreteDamagedPlasticity.concreteCompressionDamage
The table data for this object are:
- Compressive damage variable, dc.
- Plastic (crushing) strain, ϵcin.
- 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.
The corresponding analysis keywords are:
- CONCRETE COMPRESSION DAMAGE
"""
def __init__(self, table: tuple, tensionRecovery: float = 0, temperatureDependency: Boolean = OFF,
dependencies: int = 0):
"""This method creates a ConcreteCompressionDamage object.
Notes
-----
This function can be accessed by:
.. code-block:: python
mdb.models[name].materials[name].concreteDamagedPlasticity.ConcreteCompressionDamage
session.odbs[name].materials[name].concreteDamagedPlasticity.ConcreteCompressionDamage
Parameters
----------
table
A sequence of sequences of Floats specifying the items described below.
tensionRecovery
A Float specifying the value of the stiffness recovery factor, wtwt, 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.
Returns
-------
A ConcreteCompressionDamage object.
Raises
------
RangeError
"""
pass
def setValues(self):
"""This method modifies the ConcreteCompressionDamage object.
Raises
------
RangeError
"""
pass