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

from abaqusConstants import *


[docs]class ConcreteTensionStiffening: """The ConcreteTensionStiffening 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.concreteTensionStiffening import odbMaterial session.odbs[name].materials[name].concreteDamagedPlasticity.concreteTensionStiffening The table data for this object are: - If *type*=STRAIN, the table data specify the following: - Remaining direct stress after cracking, σt. - Direct cracking strain, ϵckt. - Direct cracking strain rate, ˙ϵckt. - 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: - Remaining direct stress after cracking, σt. - Direct cracking displacement, uckt. - Direct cracking displacement rate, ˙uckt - 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*=GFI, the table data specify the following: - Failure stress, σt0σt⁢0. - Fracture energy, Gf. - Direct cracking displacement rate, ˙uckt. - 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 TENSION STIFFENING """ def __init__(self, table: tuple, rate: Boolean = OFF, type: SymbolicConstant = STRAIN, temperatureDependency: Boolean = OFF, dependencies: int = 0): """This method creates a ConcreteTensionStiffening object. Notes ----- This function can be accessed by: .. code-block:: python mdb.models[name].materials[name].concreteDamagedPlasticity\ - .ConcreteTensionStiffening session.odbs[name].materials[name].concreteDamagedPlasticity\ - .ConcreteTensionStiffening Parameters ---------- table A sequence of sequences of Floats specifying the items described below. rate A Boolean specifying whether the data depend on rate. The default value is OFF. type A SymbolicConstant specifying the type of postcracking behavior data. Possible values are: - STRAIN, specifying postfailure stress as a function of cracking strain. - DISPLACEMENT, specifying postfailure stress as a function of cracking displacement. - GFI, specifying failure stress as a function of the fracture energy. 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. Returns ------- A ConcreteTensionStiffening object. Raises ------ RangeError """ pass def setValues(self): """This method modifies the ConcreteTensionStiffening object. Raises ------ RangeError """ pass