Method revertToStart

SRC/element/mixedBeamColumn/MixedBeamColumn2d.cpp:691–812

int MixedBeamColumn2d::revertToStart() {
  int err;
  int i,j,k; // for loops
  i = 0;

  // revert the sections state to start
  do {
     err = sections[i++]->revertToStart();

  }while (err == 0 && i < numSections);

  if (err)
    return err;

  // revert the transformation to start
  if ((err = crdTransf->revertToStart()) != 0)
    return err;

  // revert the element state to start

  // Set initial length
  initialLength = crdTransf->getInitialLength();

  // Get the numerical integration weights
  double wt[MAX_NUM_SECTIONS]; // weights of sections or gauss points of integration points
  beamIntegr->getSectionWeights(numSections, initialLength, wt);

  // Vector of zeros to use at initial natural displacements
  theNaturalVector.Zero();

  // Set initial shape functions
  for ( i = 0; i < numSections; i++ ){
    nldhat[i] = this->getNld_hat(i, theNaturalVector, initialLength, geomLinear);
    nd1[i] = this->getNd1(i, theNaturalVector, initialLength, geomLinear);
    nd2[i] = this->getNd2(i, 0, initialLength);

    for( j = 0; j < NDM_SECTION; j++ ){
      for( k = 0; k < NDM_NATURAL; k++ ){
        nd1T[i](k,j) = nd1[i](j,k);
        nd2T[i](k,j) = nd2[i](j,k);
      }
    }
  }

  // Set initial and committed section flexibility and GJ
  for ( i = 0; i < numSections; i++ ){
    getSectionTangent(i,2,ks);
    invertMatrix(NDM_SECTION,ks,sectionFlexibility[i]);
    committedSectionFlexibility[i] = sectionFlexibility[i];
  }

  // Set initial and committed section forces and deformations
  for ( i = 0; i < numSections; i++ ){
    sectionForceFibers[i].Zero();
    committedSectionForceFibers[i].Zero();
    sectionDefFibers[i].Zero();
    committedSectionDefFibers[i].Zero();
  }