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Adding damage plasticity model for concrete #265

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47 changes: 47 additions & 0 deletions doc/content/bib/blackbear.bib
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Expand Up @@ -244,3 +244,50 @@ @article{poyet2009temperature
year={2009},
publisher={Elsevier}
}

@article{lee1998plastic,
title={Plastic-damage model for cyclic loading of concrete structures},
author={Lee, Jeeho and Fenves, Gregory L},
journal={Journal of engineering mechanics},
volume={124},
number={8},
pages={892--900},
year={1998},
publisher={American Society of Civil Engineers}
}

@book{lee1996theory,
title={Theory and implementation of plastic-damage model for concrete structures under cyclic and dynamic loading},
author={Lee, Jeeho},
year={1996},
publisher={University of California, Berkeley}
}

@article{wilkins2020method,
title = {A method for smoothing multiple yield functions},
author = {Andy Wilkins and Benjamin W. Spencer and Amit Jain and Bora Gencturk},
year = {2020},
journal = {International Journal for Numerical Methods in Engineering},
volume = {121},
number = {3},
pages = {434--449},
doi = {10.1002/nme.6215}
}

@article{lubliner1989plastic,
title={A plastic-damage model for concrete},
author={Lubliner, Jacob and Oliver, Javier and Oller, Sand and Onate, EJIJos},
journal={International Journal of solids and structures},
volume={25},
number={3},
pages={299--326},
year={1989},
publisher={Elsevier}
}

@article{krabbenhoft2002basic,
title={Basic computational plasticity},
author={Krabbenh{\o}ft, KRISTIAN},
journal={University of Denmark},
year={2002}
}
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21 changes: 21 additions & 0 deletions doc/content/source/materials/ComputeMultipleInelasticDamageStress.md
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# Compute Multiple Inelastic Damage Stress

!syntax description /Materials/ComputeMultipleInelasticDamageStress

## Description

`ComputeMultipleInelasticDamageStress` computes the damage stress.
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## Example Input Files

The input settings for the inelastic material model is as follows

!listing test/tests/damage_plasticity_model/uniaxial_test.i block=Materials/stress

!syntax parameters /Materials/ComputeMultipleInelasticDamageStress

!syntax inputs /Materials/ComputeMultipleInelasticDamageStress

!syntax children /Materials/ComputeMultipleInelasticDamageStress

!bibtex bibliography
346 changes: 346 additions & 0 deletions doc/content/source/materials/DamagePlasticityStressUpdate.md
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42 changes: 42 additions & 0 deletions include/materials/ComputeMultipleInelasticDamageStress.h
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/****************************************************************/
/* DO NOT MODIFY THIS HEADER */
/* BlackBear */
/* */
/* (c) 2017 Battelle Energy Alliance, LLC */
/* ALL RIGHTS RESERVED */
/* */
/* Prepared by Battelle Energy Alliance, LLC */
/* Under Contract No. DE-AC07-05ID14517 */
/* With the U. S. Department of Energy */
/* */
/* See COPYRIGHT for full restrictions */
/****************************************************************/

#pragma once

#include "ComputeMultipleInelasticStress.h"

class ComputeMultipleInelasticDamageStress : public ComputeMultipleInelasticStress
{
public:
static InputParameters validParams();
ComputeMultipleInelasticDamageStress(const InputParameters & parameters);

protected:
/// damage parameter for DamagePlasticityStressUpdate model
const MaterialProperty<Real> & _D;
const MaterialProperty<Real> & _D_old;
const MaterialProperty<Real> & _D_older;

virtual void computeQpJacobianMult() override;

virtual void computeAdmissibleState(unsigned model_number,
RankTwoTensor & elastic_strain_increment,
RankTwoTensor & inelastic_strain_increment,
RankFourTensor & consistent_tangent_operator) override;

virtual void
updateQpStateSingleModel(unsigned model_number,
RankTwoTensor & elastic_strain_increment,
RankTwoTensor & combined_inelastic_strain_increment) override;
};
184 changes: 184 additions & 0 deletions include/materials/DamagePlasticityStressUpdate.h
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/****************************************************************/
/* DO NOT MODIFY THIS HEADER */
/* BlackBear */
/* */
/* (c) 2017 Battelle Energy Alliance, LLC */
/* ALL RIGHTS RESERVED */
/* */
/* Prepared by Battelle Energy Alliance, LLC */
/* Under Contract No. DE-AC07-05ID14517 */
/* With the U. S. Department of Energy */
/* */
/* See COPYRIGHT for full restrictions */
/****************************************************************/

#pragma once

#include "MultiParameterPlasticityStressUpdate.h"

class DamagePlasticityStressUpdate : public MultiParameterPlasticityStressUpdate
{
public:
static InputParameters validParams();
DamagePlasticityStressUpdate(const InputParameters & parameters);

/**
* Does the model require the elasticity tensor to be isotropic?
*/
bool requiresIsotropicTensor() override { return true; }

protected:
virtual void initQpStatefulProperties() override;
virtual void finalizeReturnProcess(const RankTwoTensor & rotation_increment) override;

private:
const Real _f_tol;
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I hate to say this, but we should have doxygen comments describing what all the member variables and non-overwritten methods are.

const Real _alfa;
const Real _alfa_p;
const Real _s0;

const Real _Chi;
const Real _Dt;
const Real _ft;
const Real _FEt;

const Real _fyc;
const Real _Dc;
const Real _fc;
const Real _FEc;

const Real _at;
const Real _ac;
const Real _zt;
const Real _zc;
const Real _dPhit;
const Real _dPhic;
const Real _sqrtPhit_max;
const Real _sqrtPhic_max;
const Real _dt_bt;
const Real _dc_bc;
const Real _ft0;
const Real _fc0;
const Real _small_smoother2;

const Real _sqrt3;

/// Whether to provide an estimate of the returned stress, based on perfect plasticity
const bool _perfect_guess;

/// Eigenvectors of the trial stress as a RankTwoTensor, in order to rotate the returned stress back to stress space
RankTwoTensor _eigvecs;

MaterialProperty<Real> & _max_principal;
MaterialProperty<Real> & _min_principal;
MaterialProperty<Real> & _intnl0;
MaterialProperty<Real> & _intnl1;
MaterialProperty<Real> & _ele_len;
MaterialProperty<Real> & _gt;
MaterialProperty<Real> & _gc;

MaterialProperty<Real> & _tD;
MaterialProperty<Real> & _cD;
MaterialProperty<Real> & _D;
MaterialProperty<Real> & _min_ep;
MaterialProperty<Real> & _mid_ep;
MaterialProperty<Real> & _max_ep;
MaterialProperty<Real> & _sigma0;
MaterialProperty<Real> & _sigma1;
MaterialProperty<Real> & _sigma2;

Real ft(const std::vector<Real> & intnl) const; /// tensile strength
Real dft(const std::vector<Real> & intnl) const; /// d(tensile strength)/d(intnl)
Real fc(const std::vector<Real> & intnl) const; /// compressive strength
Real dfc(const std::vector<Real> & intnl) const; /// d(compressive strength)/d(intnl)
Real beta(const std::vector<Real> & intnl) const;
Real dbeta0(const std::vector<Real> & intnl) const;
Real dbeta1(const std::vector<Real> & intnl) const;
void weighfac(const std::vector<Real> & stress_params, Real & wf) const; /// weight factor
void dweighfac(const std::vector<Real> & stress_params,
Real & wf,
std::vector<Real> & dwf) const; /// d(weight factor)/d(stress)
Real damageVar(const std::vector<Real> & stress_params, const std::vector<Real> & intnl) const;

void computeStressParams(const RankTwoTensor & stress,
std::vector<Real> & stress_params) const override;

std::vector<RankTwoTensor> dstress_param_dstress(const RankTwoTensor & stress) const override;

std::vector<RankFourTensor> d2stress_param_dstress(const RankTwoTensor & stress) const override;

void setEffectiveElasticity(const RankFourTensor & Eijkl) override;

virtual void preReturnMapV(const std::vector<Real> & trial_stress_params,
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What do the Vs mean at the end of these method names?

const RankTwoTensor & stress_trial,
const std::vector<Real> & intnl_old,
const std::vector<Real> & yf,
const RankFourTensor & Eijkl) override;

virtual void setStressAfterReturnV(const RankTwoTensor & stress_trial,
const std::vector<Real> & stress_params,
Real gaE,
const std::vector<Real> & intnl,
const yieldAndFlow & smoothed_q,
const RankFourTensor & Eijkl,
RankTwoTensor & stress) const override;

void yieldFunctionValuesV(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<Real> & yf) const override;

void computeAllQV(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<yieldAndFlow> & all_q) const override;

virtual void flowPotential(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<Real> & r) const;

virtual void dflowPotential_dstress(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<std::vector<Real>> & dr_dstress) const;

virtual void dflowPotential_dintnl(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<std::vector<Real>> & dr_dintnl) const;

virtual void hardPotential(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<Real> & h) const;

virtual void dhardPotential_dstress(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<std::vector<Real>> & dh_dsig) const;

virtual void dhardPotential_dintnl(const std::vector<Real> & stress_params,
const std::vector<Real> & intnl,
std::vector<std::vector<Real>> & dh_dintnl) const;

void initialiseVarsV(const std::vector<Real> & trial_stress_params,
const std::vector<Real> & intnl_old,
std::vector<Real> & stress_params,
Real & gaE,
std::vector<Real> & intnl) const;

void setIntnlValuesV(const std::vector<Real> & trial_stress_params,
const std::vector<Real> & current_stress_params,
const std::vector<Real> & intnl_old,
std::vector<Real> & intnl) const override;

void setIntnlDerivativesV(const std::vector<Real> & trial_stress_params,
const std::vector<Real> & current_stress_params,
const std::vector<Real> & intnl,
std::vector<std::vector<Real>> & dintnl) const override;

virtual void consistentTangentOperatorV(const RankTwoTensor & stress_trial,
const std::vector<Real> & trial_stress_params,
const RankTwoTensor & stress,
const std::vector<Real> & stress_params,
Real gaE,
const yieldAndFlow & smoothed_q,
const RankFourTensor & Eijkl,
bool compute_full_tangent_operator,
const std::vector<std::vector<Real>> & dvar_dtrial,
RankFourTensor & cto) override;
};
73 changes: 73 additions & 0 deletions src/materials/ComputeMultipleInelasticDamageStress.C
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/****************************************************************/
/* DO NOT MODIFY THIS HEADER */
/* BlackBear */
/* */
/* (c) 2017 Battelle Energy Alliance, LLC */
/* ALL RIGHTS RESERVED */
/* */
/* Prepared by Battelle Energy Alliance, LLC */
/* Under Contract No. DE-AC07-05ID14517 */
/* With the U. S. Department of Energy */
/* */
/* See COPYRIGHT for full restrictions */
/****************************************************************/

#include "ComputeMultipleInelasticDamageStress.h"
#include "StressUpdateBase.h"

registerMooseObject("BlackBearApp", ComputeMultipleInelasticDamageStress);

InputParameters
ComputeMultipleInelasticDamageStress::validParams()
{
InputParameters params = ComputeMultipleInelasticStress::validParams();
return params;
}

ComputeMultipleInelasticDamageStress::ComputeMultipleInelasticDamageStress(
const InputParameters & parameters)
: ComputeMultipleInelasticStress(parameters),
_D(getMaterialProperty<Real>("elemental_damage_variable")),
_D_old(getMaterialPropertyOld<Real>("elemental_damage_variable")),
_D_older(getMaterialPropertyOlder<Real>("elemental_damage_variable"))
{
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Would it make sense to do a dynamic_cast on the models stored in _models to enforce that they are only instances of DamagePlasticityStressUpdate?

}

void
ComputeMultipleInelasticDamageStress::computeQpJacobianMult()
{
ComputeMultipleInelasticStress::computeQpJacobianMult();
_Jacobian_mult[_qp] = (1.0 - _D_older[_qp]) * _Jacobian_mult[_qp];
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Why _D_older rather than _D_old?

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done

// _Jacobian_mult[_qp] = (1.0 - _D[_qp]) * _Jacobian_mult[_qp];
}

void
ComputeMultipleInelasticDamageStress::updateQpStateSingleModel(
unsigned model_number,
RankTwoTensor & elastic_strain_increment,
RankTwoTensor & combined_inelastic_strain_increment)
{
ComputeMultipleInelasticStress::updateQpStateSingleModel(
model_number, elastic_strain_increment, combined_inelastic_strain_increment);
_Jacobian_mult[_qp] = (1.0 - _D_older[_qp]) * _Jacobian_mult[_qp];
}

void
ComputeMultipleInelasticDamageStress::computeAdmissibleState(
unsigned model_number,
RankTwoTensor & elastic_strain_increment,
RankTwoTensor & inelastic_strain_increment,
RankFourTensor & consistent_tangent_operator)
{
_models[model_number]->updateState(elastic_strain_increment,
inelastic_strain_increment,
_rotation_increment[_qp],
_stress[_qp],
_stress_old[_qp] / (1.0 - _D_older[_qp]),
// _stress_old[_qp] / (1.0 - _D[_qp]),
_elasticity_tensor[_qp],
_elastic_strain_old[_qp],
_tangent_operator_type == TangentOperatorEnum::nonlinear,
consistent_tangent_operator);
_stress[_qp] *= (1.0 - _D_older[_qp]);
}
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