ncprincipalstress.C

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/*
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 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2013   Borek Patzak
 *
 *
 *
 *       Czech Technical University, Faculty of Civil Engineering,
 *   Department of Structural Mechanics, 166 29 Prague, Czech Republic
 *
 *  This library is free software; you can redistribute it and/or
 *  modify it under the terms of the GNU Lesser General Public
 *  License as published by the Free Software Foundation; either
 *  version 2.1 of the License, or (at your option) any later version.
 *
 *  This program is distributed in the hope that it will be useful,
 *  but WITHOUT ANY WARRANTY; without even the implied warranty of
 *  MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the GNU
 *  Lesser General Public License for more details.
 *
 *  You should have received a copy of the GNU Lesser General Public
 *  License along with this library; if not, write to the Free Software
 *  Foundation, Inc., 51 Franklin Street, Fifth Floor, Boston, MA  02110-1301  USA
 */

#include "ncprincipalstress.h"
#include "error.h"
#include "xfem/enrichmentitem.h"
#include "domain.h"
#include "element.h"
#include "gausspoint.h"

#include "Materials/structuralms.h"
#include "Materials/structuralmaterial.h"

#include "xfem/enrichmentitems/crack.h"
#include "xfem/xfemmanager.h"
#include "xfem/enrichmentfunction.h"
#include "xfem/enrichmentfronts/enrichmentfrontlinbranchfunconeel.h"
#include "xfem/enrichmentfronts/enrichmentfrontcohesivebranchfunconeel.h"
#include "xfem/propagationlaws/plhoopstresscirc.h"
#include "xfem/propagationlaws/plmaterialforce.h"
#include "dynamicdatareader.h"
#include "dynamicinputrecord.h"
#include "geometry.h"
#include "classfactory.h"
#include "spatiallocalizer.h"
#include "crosssection.h"

#include <memory>

namespace oofem {
REGISTER_NucleationCriterion(NCPrincipalStress)

NCPrincipalStress::NCPrincipalStress(Domain *ipDomain):
NucleationCriterion(ipDomain),
mStressThreshold(0.0),
mInitialCrackLength(0.0),
mMatForceRadius(0.0),
mIncrementLength(0.0),
mCrackPropThreshold(0.0),
mCutOneEl(false),
mCrossSectionInd(2)
{

}

NCPrincipalStress::~NCPrincipalStress() {

}

std::vector<std::unique_ptr<EnrichmentItem>> NCPrincipalStress::nucleateEnrichmentItems() {


  SpatialLocalizer *octree = this->mpDomain->giveSpatialLocalizer();
  XfemManager *xMan = mpDomain->giveXfemManager();

  std::vector<std::unique_ptr<EnrichmentItem>> eiList;

  // Center coordinates of newly inserted cracks
  std::vector<FloatArray> center_coord_inserted_cracks;

  // Loop over all elements and all bulk GP.
  for(auto &el : mpDomain->giveElements() ) {

    int numIR = el->giveNumberOfIntegrationRules();

    int csNum = el->giveCrossSection()->giveNumber();

    if(csNum == mCrossSectionInd || true) {

      for(int irInd = 0; irInd < numIR; irInd++) {
        IntegrationRule *ir = el->giveIntegrationRule(irInd);



        int numGP = ir->giveNumberOfIntegrationPoints();

        for(int gpInd = 0; gpInd < numGP; gpInd++) {
          GaussPoint *gp = ir->getIntegrationPoint(gpInd);

  //        int csNum = gp->giveCrossSection()->giveNumber();
  //        printf("csNum: %d\n", csNum);


            StructuralMaterialStatus *ms = dynamic_cast<StructuralMaterialStatus*>(gp->giveMaterialStatus());

            if(ms != NULL) {

              const FloatArray &stress = ms->giveTempStressVector();

              FloatArray principalVals;
              FloatMatrix principalDirs;
              StructuralMaterial::computePrincipalValDir(principalVals, principalDirs, stress, principal_stress);

              if(principalVals[0] > mStressThreshold) {



    //            printf("\nFound GP with stress above threshold.\n");
    //            printf("principalVals: "); principalVals.printYourself();

                FloatArray crackNormal;
                crackNormal.beColumnOf(principalDirs, 1);
    //            printf("crackNormal: "); crackNormal.printYourself();

                FloatArray crackTangent = {-crackNormal(1), crackNormal(0)};
                crackTangent.normalize();
    //            printf("crackTangent: "); crackTangent.printYourself();



                // Create geometry
                FloatArray pc = {gp->giveGlobalCoordinates()(0), gp->giveGlobalCoordinates()(1)};
    //            printf("Global coord: "); pc.printYourself();


                FloatArray ps = pc;
                ps.add(-0.5*mInitialCrackLength, crackTangent);

                FloatArray pe = pc;
                pe.add(0.5*mInitialCrackLength, crackTangent);

                if(mCutOneEl) {
                  // If desired, ensure that the crack cuts exactly one element.
                  Line line(ps, pe);
                  std::vector<FloatArray> intersecPoints;
    //              line.computeIntersectionPoints(el.get(), intersecPoints);

                  for ( int i = 1; i <= el->giveNumberOfDofManagers(); i++ ) {
//                    int n1 = i;
//                    int n2 = 0;
//                    if ( i < el->giveNumberOfDofManagers() ) {
//                      n2 = i + 1;
//                    } else {
//                      n2 = 1;
//                    }

    //                    const FloatArray &p1 = *(el->giveDofManager(n1)->giveCoordinates());
    //                    const FloatArray &p2 = *(el->giveDofManager(n2)->giveCoordinates());


                  }

    //              printf("intersecPoints.size(): %lu\n", intersecPoints.size());

                  if(intersecPoints.size() == 2) {
                    ps = std::move(intersecPoints[0]);
                    pe = std::move(intersecPoints[1]);
                  }
                  else {
                    OOFEM_ERROR("intersecPoints.size() != 2")
                  }
                }

                FloatArray points = {ps(0), ps(1), pc(0), pc(1), pe(0), pe(1)};

    //            double diffX = 0.5*(ps(0) + pe(0)) - pc(0);
    //            printf("diffX: %e\n", diffX);

    //            double diffY = 0.5*(ps(1) + pe(1)) - pc(1);
    //            printf("diffY: %e\n", diffY);


                // TODO: Check if nucleation is allowed, by checking for already existing cracks close to the GP.
                // Idea: Nucleation is not allowed if we are within an enriched element. In this way, branching is not
                // completely prohibited, but we avoid initiating multiple similar cracks.
                bool insertionAllowed = true;

                Element *el_s = octree->giveElementContainingPoint(ps);
                if(el_s) {
                  if( xMan->isElementEnriched(el_s) ) {
                    insertionAllowed = false;
                  }
                }

                Element *el_c = octree->giveElementContainingPoint(pc);
                if(el_c) {
                  if( xMan->isElementEnriched(el_c) ) {
                    insertionAllowed = false;
                  }
                }

                Element *el_e = octree->giveElementContainingPoint(pe);
                if(el_e) {
                  if( xMan->isElementEnriched(el_e) ) {
                    insertionAllowed = false;
                  }
                }

                for(const auto &x: center_coord_inserted_cracks) {
                  if( x.distance(pc) <  2.0*mInitialCrackLength) {
                    insertionAllowed = false;
                    break;
                    printf("Preventing insertion.\n");
                  }
                }

                if(insertionAllowed) {
                  int n = xMan->giveNumberOfEnrichmentItems() + 1;
                  std::unique_ptr<Crack> crack(new Crack(n, xMan, mpDomain));


                  // Geometry
                  std::unique_ptr<BasicGeometry> geom = std::unique_ptr<BasicGeometry>(new PolygonLine());
                  geom->insertVertexBack(ps);
                  geom->insertVertexBack(pc);
                  geom->insertVertexBack(pe);
                  crack->setGeometry(std::move(geom));

                  // Enrichment function
                  EnrichmentFunction *ef = new HeavisideFunction(1, mpDomain);
                  crack->setEnrichmentFunction(ef);

                  // Enrichment fronts
//                  EnrichmentFront *efStart = new EnrFrontLinearBranchFuncOneEl();
                  EnrichmentFront *efStart = new EnrFrontCohesiveBranchFuncOneEl();
                  crack->setEnrichmentFrontStart(efStart);

//                  EnrichmentFront *efEnd = new EnrFrontLinearBranchFuncOneEl();
                  EnrichmentFront *efEnd = new EnrFrontCohesiveBranchFuncOneEl();
                  crack->setEnrichmentFrontEnd(efEnd);




                  // Propagation law

                  // Options
      //              double radius = 0.5*mInitialCrackLength, angleInc = 10.0, incrementLength = 0.5*mInitialCrackLength, hoopStressThreshold = 0.0;
      //              bool useRadialBasisFunc = true;

      //            PLHoopStressCirc *pl = new PLHoopStressCirc();
      //            pl->setRadius(radius);
      //            pl->setAngleInc(angleInc);
      //            pl->setIncrementLength(incrementLength);
      //            pl->setHoopStressThreshold(hoopStressThreshold);
      //            pl->setUseRadialBasisFunc(useRadialBasisFunc);

      //              PLDoNothing *pl = new PLDoNothing();

                  PLMaterialForce *pl = new PLMaterialForce();
                  pl->setRadius(mMatForceRadius);
                  pl->setIncrementLength(mIncrementLength);
//                  pl->setIncrementLength(0.25);
//                  pl->setCrackPropThreshold(0.25);
                  pl->setCrackPropThreshold(mCrackPropThreshold);

                  crack->setPropagationLaw(pl);

                  crack->updateDofIdPool();

                  center_coord_inserted_cracks.push_back(pc);
                  eiList.push_back( std::unique_ptr<EnrichmentItem>(std::move(crack)) );

//                  printf("Nucleating a crack in NCPrincipalStress::nucleateEnrichmentItems.\n");
//                  printf("el->giveGlobalNumber(): %d\n", el->giveGlobalNumber() );

                  // We only introduce one crack per element in a single time step.
                  break;
                }
              }
            }

        }
      }
    } // If correct csNum
  }


  return std::move( eiList );
}


IRResultType NCPrincipalStress::initializeFrom(InputRecord *ir) {

    IRResultType result; // Required by IR_GIVE_FIELD macro

    IR_GIVE_FIELD(ir, mStressThreshold, _IFT_NCPrincipalStress_StressThreshold);
//    printf("mStressThreshold: %e\n", mStressThreshold);

    IR_GIVE_FIELD(ir, mInitialCrackLength, _IFT_NCPrincipalStress_InitialCrackLength);
//    printf("mInitialCrackLength: %e\n", mInitialCrackLength);

    IR_GIVE_FIELD(ir, mMatForceRadius, _IFT_NCPrincipalStress_MatForceRadius);
//    printf("mMatForceRadius: %e\n", mMatForceRadius);

    IR_GIVE_FIELD(ir, mIncrementLength, _IFT_NCPrincipalStress_IncrementLength);
//    printf("mIncrementLength: %e\n", mIncrementLength);

    IR_GIVE_FIELD(ir, mCrackPropThreshold, _IFT_NCPrincipalStress_CrackPropThreshold);
//    printf("mCrackPropThreshold: %e\n", mCrackPropThreshold);


    return NucleationCriterion::initializeFrom(ir);
}

void NCPrincipalStress :: appendInputRecords(DynamicDataReader &oDR)
{
    DynamicInputRecord *ir = new DynamicInputRecord();

    ir->setRecordKeywordField( this->giveInputRecordName(), 1 );

    ir->setField(mStressThreshold, _IFT_NCPrincipalStress_StressThreshold);
    ir->setField(mInitialCrackLength, _IFT_NCPrincipalStress_InitialCrackLength);
    ir->setField(mMatForceRadius, _IFT_NCPrincipalStress_MatForceRadius);
    ir->setField(mIncrementLength, _IFT_NCPrincipalStress_IncrementLength);
    ir->setField(mCrackPropThreshold, _IFT_NCPrincipalStress_CrackPropThreshold);

    oDR.insertInputRecord(DataReader :: IR_crackNucleationRec, ir);

    // Enrichment function
    DynamicInputRecord *efRec = new DynamicInputRecord();
    mpEnrichmentFunc->giveInputRecord(* efRec);
    oDR.insertInputRecord(DataReader :: IR_enrichFuncRec, efRec);
}

} /* namespace oofem */