Source code for abaqus.Material.Plastic.Concrete.ConcreteDamagedPlasticity

from abaqusConstants import *
from .ConcreteCompressionDamage import ConcreteCompressionDamage
from .ConcreteCompressionHardening import ConcreteCompressionHardening
from .ConcreteTensionDamage import ConcreteTensionDamage
from .ConcreteTensionStiffening import ConcreteTensionStiffening


class ConcreteDamagedPlasticity:
    """The ConcreteDamagedPlasticity object specifies the concrete damaged plasticity model.

    Notes
    -----
    This object can be accessed by:
    
    .. code-block:: python
        
        import material
        mdb.models[name].materials[name].concreteDamagedPlasticity
        import odbMaterial
        session.odbs[name].materials[name].concreteDamagedPlasticity

    The table data for this object are:
    
    - Dilation angle, ψ (in degrees) in the p–q plane.
    - Flow potential eccentricity, ϵ. The default value is 0.1.
    - σb0/σt0σb⁢0/σt⁢0, the ratio of initial equibiaxial compressive yield stress to initial uniaxial compressive yield stress. The default value is 1.16.
    - Kc, the ratio of the second stress invariant on the tensile meridian, to that on the compressive meridian, at initial yield for any given value of the pressure invariant p such that the maximum principal stress is negative. The default value is 2/3.
    - Viscosity parameter, μ, used for the viscoplastic regularization of the concrete constitutive equations in an Abaqus/Standard analysis. This parameter is ignored in an Abaqus/Explicit analysis. The default value is 0.0.
    - 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 DAMAGED PLASTICITY

    """

    # A ConcreteCompressionHardening object. 
    concreteCompressionHardening: ConcreteCompressionHardening = ConcreteCompressionHardening(((),))

    # A ConcreteTensionStiffening object. 
    concreteTensionStiffening: ConcreteTensionStiffening = ConcreteTensionStiffening(((),))

    # A ConcreteCompressionDamage object. 
    concreteCompressionDamage: ConcreteCompressionDamage = ConcreteCompressionDamage(((),))

    # A ConcreteTensionDamage object. 
    concreteTensionDamage: ConcreteTensionDamage = ConcreteTensionDamage(((),))

    def __init__(self, table: tuple, temperatureDependency: Boolean = OFF, dependencies: int = 0):
        """This method creates a ConcreteDamagedPlasticity object.

        Notes
        -----
            This function can be accessed by:
            
            .. code-block:: python
            
                mdb.models[name].materials[name].ConcreteDamagedPlasticity
                session.odbs[name].materials[name].ConcreteDamagedPlasticity
        
        Parameters
        ----------
        table
            A sequence of sequences of Floats specifying the items described below. 
        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 ConcreteDamagedPlasticity object. 

        Raises
        ------
        RangeError
        """
        pass

    def setValues(self):
        """This method modifies the ConcreteDamagedPlasticity object.

        Raises
        ------
        RangeError
        """
        pass