VolumeLengthQuality.hpp

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/** \file VolumeLengthQuality.hpp
 * \ingroup nonlinear_elastic_elem
 * \brief Implementation of Volume-Length-Quality measure with barrier
 */
 
 
 
#ifndef __VOLUME_LENGTH_QUALITY_HPP__
#define __VOLUME_LENGTH_QUALITY_HPP__
 
#ifndef WITH_ADOL_C
#error "MoFEM need to be compiled with ADOL-C"
#endif
 
enum VolumeLengthQualityType {
  QUALITY,
  BARRIER_AND_QUALITY,
  BARRIER_AND_CHANGE_QUALITY,
  BARRIER_AND_CHANGE_QUALITY_SCALED_BY_VOLUME,
  LASTOP_VOLUMELENGTHQUALITYTYPE
};
 
static const char *VolumeLengthQualityTypeNames[] = {
    "QUALITY", "BARRIER_AND_QUALITY", "BARRIER_AND_CHANGE_QUALITY",
    "BARRIER_AND_CHANGE_QUALITY_SCALED_BY_VOLUME"};
 
/** \brief Volume Length Quality
  \ingroup nonlinear_elastic_elem
 
  */
template <typename TYPE>
struct VolumeLengthQuality
    : public NonlinearElasticElement::FunctionsToCalculatePiolaKirchhoffI<
          TYPE> {
 
  // VolumeLengthQualityType tYpe;
  int tYpe;
  double aLpha;
  double gAmma;
 
  FTensor::Index<'i', 3> i;
  FTensor::Index<'j', 3> j;
  FTensor::Index<'k', 3> k;
 
  VolumeLengthQuality(VolumeLengthQualityType type, double alpha, double gamma)
      : NonlinearElasticElement::FunctionsToCalculatePiolaKirchhoffI<TYPE>(),
        tYpe(type), aLpha(alpha), gAmma(gamma) {
    ierr = getMaterialOptions();
    CHKERRABORT(PETSC_COMM_WORLD, ierr);
  }
 
  MoFEMErrorCode getMaterialOptions() {
    MoFEMFunctionBeginHot;
    PetscOptionsBegin(PETSC_COMM_WORLD, "",
                      "Get VolumeLengthQuality material options", "none");
    CHKERR PetscOptionsEList(
        "-volume_length_type", "Volume length quality type", "",
        VolumeLengthQualityTypeNames, LASTOP_VOLUMELENGTHQUALITYTYPE,
        VolumeLengthQualityTypeNames[tYpe], &tYpe, PETSC_NULLPTR);
    CHKERR PetscOptionsScalar("-volume_length_alpha",
                              "volume length alpha parameter", "", aLpha,
                              &aLpha, PETSC_NULLPTR);
    CHKERR PetscOptionsScalar("-volume_length_gamma",
                              "volume length parameter (barrier)", "", gAmma,
                              &gAmma, PETSC_NULLPTR);
    PetscOptionsEnd();
    MoFEMFunctionReturnHot(0);
  }
 
  VectorDouble coordsEdges;
  double lrmsSquared0;
  VectorDouble deltaChi;
 
  ublas::vector<TYPE> deltaX;
  ublas::matrix<TYPE> Q, dXdChiT;
  TYPE lrmsSquared, q, b, detF, currentVolume, tMp;
 
  /** Get coordinates of edges using cannonical element numeration
   */
  MoFEMErrorCode getEdgesFromElemCoords() {
    MoFEMFunctionBegin;
    if (coordsEdges.empty()) {
      coordsEdges.resize(6 * 2 * 3, false);
    }
    cblas_dcopy(3, &this->opPtr->getCoords()[0 * 3], 1,
                &coordsEdges[0 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[1 * 3], 1,
                &coordsEdges[0 * 3 * 2 + 3], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[0 * 3], 1,
                &coordsEdges[1 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[2 * 3], 1,
                &coordsEdges[1 * 3 * 2 + 3], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[0 * 3], 1,
                &coordsEdges[2 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[3 * 3], 1,
                &coordsEdges[2 * 3 * 2 + 3], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[1 * 3], 1,
                &coordsEdges[3 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[2 * 3], 1,
                &coordsEdges[3 * 3 * 2 + 3], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[1 * 3], 1,
                &coordsEdges[4 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[3 * 3], 1,
                &coordsEdges[4 * 3 * 2 + 3], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[2 * 3], 1,
                &coordsEdges[5 * 3 * 2 + 0], 1);
    cblas_dcopy(3, &this->opPtr->getCoords()[3 * 3], 1,
                &coordsEdges[5 * 3 * 2 + 3], 1);
    MoFEMFunctionReturn(0);
  }
 
  /** \brief Calculate mean element edge length
 
    \f[
    \Delta \boldsymbol\chi = \boldsymbol\chi^1 - \boldsymbol\chi^2
    \f]
 
    \f[
    \Delta X = \mathbf{F} \Delta \boldsymbol\chi
    \f]
 
    \f[
    l_\textrm{rms} = \sqrt{\frac{1}{6} \sum_{i=0}^6 l_i^2 } =
    L_\textrm{rms}dl_\textrm{rms} \f]
 
   */
  MoFEMErrorCode calculateLrms() {
    MoFEMFunctionBegin;
    if (deltaChi.size() != 3) {
      deltaChi.resize(3);
      deltaX.resize(3);
      dXdChiT.resize(3, 3);
    }
    lrmsSquared = 0;
    lrmsSquared0 = 0;
    std::fill(dXdChiT.data().begin(), dXdChiT.data().end(), 0);
    for (int ee = 0; ee < 6; ee++) {
      for (int dd = 0; dd < 3; dd++) {
        deltaChi[dd] = coordsEdges[6 * ee + dd] - coordsEdges[6 * ee + 3 + dd];
      }
      std::fill(deltaX.begin(), deltaX.end(), 0);
      for (int ii = 0; ii != 3; ++ii)
        for (int jj = 0; jj != 3; ++jj)
          deltaX(ii) += this->F(ii, jj) * deltaChi(jj);
 
      for (int dd = 0; dd < 3; dd++) {
        lrmsSquared += (1. / 6.) * deltaX[dd] * deltaX[dd];
        lrmsSquared0 += (1. / 6.) * deltaChi[dd] * deltaChi[dd];
      }
      for (int ii = 0; ii != 3; ++ii)
        for (int jj = 0; jj != 3; ++jj)
          dXdChiT(ii, jj) += deltaX(ii) * deltaChi(jj);
    }
    MoFEMFunctionReturn(0);
  }
 
  /** \brief Calculate Q
 
  \f[
  \mathbf{Q} =
   \mathbf{F}^{-\mathsf{T}}
   -
   \frac{1}{2}
   \frac{1}{l^2_\textrm{rms}}
   \sum_i^6
     \Delta\mathbf{X}_i
     \Delta\boldsymbol\chi_i^\mathsf{T}
  \f]
 
  */
  MoFEMErrorCode calculateQ() {
    MoFEMFunctionBegin;
    Q.resize(3, 3, false);
    auto t_Q = getFTensor2FromArray3by3(Q, FTensor::Number<0>(), 0);
    auto t_invF = getFTensor2FromArray3by3(this->invF, FTensor::Number<0>(), 0);
    auto t_dXdChiT = getFTensor2FromArray3by3(dXdChiT, FTensor::Number<0>(), 0);
    t_Q(i, j) = t_invF(j, i) - 0.5 * t_dXdChiT(i, j) / lrmsSquared;
    MoFEMFunctionReturn(0);
  }
 
  /** \brief Volume Length Quality
 
    Based on:
    Three‐dimensional brittle fracture: configurational‐force‐driven crack
    propagation International Journal for Numerical Methods in Engineering 97
    (7), 531-550
 
    \f[
    \mathcal{B}(a)=\frac{a}{2(1-\gamma)}-\ln{(a-\gamma)}
    \f]
 
    \f[
    q = q_0 b,
    \quad q_0 = 6\sqrt{2}\frac{V_0}{L^3_\textrm{rms}},
    \quad b = \frac{\textrm{det}(\mathbf{F})}{\textrm{d}l^3_\textrm{rms}}
    \f]
 
    \f[
    \mathbf{P} = \mathcal{B}(a)\mathbf{Q},
    \f]
    where \f$a\f$ depending on problem could be \f$q\f$ or \f$b\f$.
 
    */
  virtual MoFEMErrorCode calculateP_PiolaKirchhoffI(
      const NonlinearElasticElement::BlockData block_data,
      boost::shared_ptr<const NumeredEntFiniteElement> fe_ptr) {
    MoFEMFunctionBegin;
 
    CHKERR getEdgesFromElemCoords();
    detF = determinantTensor3by3(this->F);
    if (this->invF.size1() != 3)
      this->invF.resize(3, 3);
 
    CHKERR invertTensor3by3(this->F, detF, this->invF);
    CHKERR calculateLrms();
    CHKERR calculateQ();
 
    double lrms03 = lrmsSquared0 * sqrt(lrmsSquared0);
    b = detF / (lrmsSquared * sqrt(lrmsSquared) / lrms03);
 
    currentVolume = detF * this->opPtr->getVolume();
    q = 6. * sqrt(2.) * currentVolume / (lrmsSquared * sqrt(lrmsSquared));
 
    if (this->P.size1() != 3)
      this->P.resize(3, 3);
 
    switch (tYpe) {
    case QUALITY:
      // Only use for testing, simple quality gradient
      noalias(this->P) = q * Q;
      break;
    case BARRIER_AND_QUALITY:
      // This is used form mesh smoothing
      tMp = q / (1.0 - gAmma) - 1.0 / (q - gAmma);
      noalias(this->P) = tMp * Q;
      break;
    case BARRIER_AND_CHANGE_QUALITY:
      // Works well with Arbitrary Lagrangian Formulation
      tMp = b / (1.0 - gAmma) - 1.0 / (b - gAmma);
      noalias(this->P) = tMp * Q;
      break;
    case BARRIER_AND_CHANGE_QUALITY_SCALED_BY_VOLUME:
      // When scaled by volume works well with ALE and face flipping.
      // Works well with smooth crack propagation
      tMp = currentVolume;
      tMp *= b / (1.0 - gAmma) - 1.0 / (b - gAmma);
      noalias(this->P) = tMp * Q;
      break;
    }
 
    // Divide by volume, to make units as they should be
    this->P *= aLpha / this->opPtr->getVolume();
 
    MoFEMFunctionReturn(0);
  }
};
 
#endif //__VOLUME_LENGTH_QUALITY_HPP__