Source code for edelweissmeshfree.stepactions.base.arclengthcontrollerbase

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#  Unit of Strength of Materials and Structural Analysis
#  University of Innsbruck,
#
#  Research Group for Computational Mechanics of Materials
#  Institute of Structural Engineering, BOKU University, Vienna
#
#  2023 - today
#
#  Matthias Neuner |  matthias.neuner@boku.ac.at
#  Thomas Mader    |  thomas.mader@bokut.ac.at
#
#  This file is part of EdelweissMeshfree.
#
#  This library is free software; you can redistribute it and/or
#  modify it under the terms of the GNU Lesser General Public
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#  version 2.1 of the License, or (at your option) any later version.
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#  The full text of the license can be found in the file LICENSE.md at
#  the top level directory of EdelweissMeshfree.
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from abc import abstractmethod

from edelweissfe.numerics.dofmanager import DofVector
from edelweissfe.stepactions.base.stepactionbase import StepActionBase
from edelweissfe.timesteppers.timestep import TimeStep

from edelweissmeshfree.numerics.dofmanager import DofManager


[docs] class ArcLengthControllerBase(StepActionBase):
[docs] @abstractmethod def computeDDLambda( self, dU: DofVector, ddU_0: DofVector, ddU_f: DofVector, timeStep: TimeStep, dofManager: DofManager ) -> float: """This method is response for compute the correction to dLamba, i.e., the increment of the arc length parameter. Parameters ---------- dU The current increment of the solution. ddU_0 The current dead increment of the solution. ddU_f The current reference increment of the solution. timeStep The current time increment. dofManager The DofManager instance. Returns ------- float The correction ddLambda to dLambda. """