// -*- C++ -*-
// $RCSfile: twissel.C,v $
// $Revision: 1.6 $
// $Author: langer $
// $Date: 2005/02/15 22:19:50 $

/* This software was produced by NIST, an agency of the U.S. government,
 * and by statute is not subject to copyright in the United States.
 * Recipients of this software assume all responsibilities associated
 * with its operation, modification and maintenance. However, to
 * facilitate maintenance we ask that before distributing modifed
 * versions of this software, you first contact the authors at
 * oof_manager@ctcms.nist.gov. 
 */

#include "charstring.h"
#include "createelement.h"
#include "element.h"
#include "grid.h"
#include "inputflags.h"
#include "twissel.h"
#include "mvmult.h"
#include "node.h"
#include "parameters.h"
#include "readbinary.h"
#include "mvvd.h"
//#include "stressstrain.h"
#include "strainstress.h"
#include <iostream.h>

// static default data
CharString TwisElement::nameplate("twissel");
double TwisElement::young_dflt(1.0);
double TwisElement::poisson_dflt(0.0);
double TwisElement::t_coeff_dflt(0.0);
double TwisElement::fictT_coeff_dflt(0.0);
TrueFalse TwisElement::planestrain_dflt(0);
#ifdef THERMAL
double TwisElement::kappa_dflt(0.0);
#endif // THERMAL

MV_Vector_double TwisElement::sfs_dflt(6, 0.0);

int TwisElement::Nnodes(3);

ElementTypeRegistration TwisElement::reg(nameplate, TwisElement::binaryread);

// ------------ Constructor for Twistropic Element. ----------------//

TwisElement::TwisElement(Grid *g)
  : TriElementT(g),
    young(young_dflt),
    poisson(poisson_dflt),
    t_coeff(t_coeff_dflt),
    fictT_coeff(fictT_coeff_dflt),
#ifdef THERMAL
    kappa(kappa_dflt),
#endif // THERMAL
    planestrain(planestrain_dflt),
    sfs_forces(6, 0.0)
{
  if(inputformatflag & STIFFNESS) {
    K = K_dflt;
    thermal_forces = thermal_dflt;
    sfs_forces = sfs_dflt;
#ifdef THERMAL
    K_t = K_t_dflt;
#endif // THERMAL
  }
  else if(inputformatflag & DUPLICATE) {
    K = ((TwisElement*)g->interiorE[cloneindex])->K;
    thermal_forces = ((TwisElement*)g->interiorE[cloneindex])->thermal_forces;
    sfs_forces = ((TwisElement*)g->interiorE[cloneindex])->sfs_forces;
#ifdef THERMAL
    K_t = ((TwisElement*)g->interiorE[cloneindex])->K_t;
#endif // THERMAL
  }
  else
    setstiffness();
#ifdef THERMAL
    setstiffnessT();
#endif // THERMAL
}

Element *TwisElement::binaryread(FILE *file, TrueFalse &ok) {
  TriElementT::binaryread(file, ok);
  if(!ok) return 0;
  
  float psn, yng, tc, ftc;
  if(!readbinary(file, psn)) { ok = TF_FALSE; return 0; } // poisson (float)
  poisson_dflt = psn;	// float to double
  if(!readbinary(file, yng)) { ok = TF_FALSE; return 0; } // young (float)
  young_dflt = yng;	// float to double
  if(!readbinary(file, tc)) { ok = TF_FALSE; return 0; }  // alpha (float)
  t_coeff_dflt = tc;
  if(!readbinary(file, ftc)) { ok = TF_FALSE; return 0; }  // alpha (float)
  fictT_coeff_dflt = ftc;
#ifdef THERMAL
  float kpa;
  if(!readbinary(file, kpa)) { ok = TF_FALSE; return 0; } // kappa (float)
  kappa_dflt = kpa;
#endif // THERMAL
  
  if(!readbinary(file, inputformatflag)) { ok = TF_FALSE; return 0; }
  // flag (char)
  planestrain_dflt = inputformatflag & PLANESTRAIN;
  
  if(inputformatflag & STIFFNESS) {
    if(!K_dflt.binaryread(file)) {		// stiffness matrix
      ok = TF_FALSE;
      return 0;
    }
#ifdef THERMAL
    if(!K_t_dflt.binaryread(file)) {
      ok = TF_FALSE;
      return 0;
    }
#endif // THERMAL
    for(int i=0; i<6; i++)
      if(!readbinary(file, thermal_dflt(i))) {	// thermal forces
	ok = TF_FALSE;
	return 0;
      }
    for(int i=0; i<6; i++)	// stress free strain forces
      if(!readbinary(file, sfs_dflt(i))) {
	ok = TF_FALSE;
	return 0;
      }
  }
  else if(inputformatflag & DUPLICATE) {
    if(!readbinary(file, cloneindex)) { ok = TF_FALSE; return 0; }
  }
  return create_element((TwisElement*)0);
}

void TwisElement::binarywrite(FILE *file, char formatflag) const {
  if(planestrain) formatflag |= PLANESTRAIN;
  TriElementT::binarywrite(file, formatflag);
  float psn = poisson;
  float yng = young;
  float tc = t_coeff;
  float ftc = fictT_coeff;
  writebinary(file, psn);	// poisson (float)
  writebinary(file, yng);	// young (float)
  writebinary(file, tc);	// t_coeff (float)
  writebinary(file, ftc);	// fictT_coeff (float)
#ifdef THERMAL
  float kpa = kappa;
  writebinary(file, kpa);	// kappa (float)
#endif // THERMAL
  writebinary(file, formatflag); // flag (char)
  if(formatflag & STIFFNESS) {
    K.binarywrite(file);	// stiffness matrix
#ifdef THERMAL
    K_t.binarywrite(file);
#endif // THERMAL
     for(int j=0; j<6; j++)
      writebinary(file, thermal_forces[j]); // thermal forces
     for(int j=0; j<6; j++)
       writebinary(file, sfs_forces[j]); // stress free strain forces
  }
}

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

void TwisElement::loadinterior_rhs(MV_Vector_double &ell) const {
  for(int mu=0; mu<3; mu++) {
    if(!corner[mu]->x->fixed())
      ell[corner[mu]->x->dofindex()] += deltaT()*thermal_forces[2*mu] +
	fictiveT*sfs_forces[2*mu]; 
    if(!corner[mu]->y->fixed())
      ell[corner[mu]->y->dofindex()] += deltaT()*thermal_forces[2*mu+1] +
	fictiveT*sfs_forces[2*mu + 1];
  }
}

void TwisElement::loadboundary_rhs(MV_Vector_double &ell) const {
  for(int mu=0; mu<3; mu++) {
    if(corner[mu]->x->fixed())
      ell[corner[mu]->x->dofindex()] += deltaT()*thermal_forces[2*mu] +
	fictiveT*sfs_forces[2*mu];;
    if(corner[mu]->y->fixed())
      ell[corner[mu]->y->dofindex()] += deltaT()*thermal_forces[2*mu+1] +
	fictiveT*sfs_forces[2*mu+1];;
  }
}

MeshCoord TwisElement::force(const Node *n) const {
  MeshCoord f;
  int whichnode;
  for(whichnode=0; whichnode<3; whichnode++)
    if(n == corner[whichnode])
      break;
  if(whichnode == 3) {
    cerr << "Error in TwisElement::force!" << endl;
    return f;
  }
  for(int i=0; i<3; i++) {
    double dx = corner[i]->x->disp();
    double dy = corner[i]->y->disp();
    f.x += K(0, 0, whichnode, i)*dx + K(0, 1, whichnode, i)*dy;
    f.y += K(1, 0, whichnode, i)*dx + K(1, 1, whichnode, i)*dy; 
  }
  // include thermal forces
  f.x -= deltaT()*thermal_forces[2*whichnode] +
    fictiveT*sfs_forces[2*whichnode];
  f.y -= deltaT()*thermal_forces[2*whichnode+1] +
    fictiveT*sfs_forces[2*whichnode+1];
  return f;
}

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

// compute local stiffness matrix K and thermal forces

void TwisElement::setstiffness() {
    /* the transformation matrix is computed first, so that it doesn't
     * have to be recomputed if more than one setup is done.
     */
    if(corner[0]->trivialtransform() && corner[1]->trivialtransform()
	&& corner[2]->trivialtransform())
	setstiffness(0);
    else {
	MV_ColMat_double transf(transformation());
	setstiffness(&transf);
    }
}

void TwisElement::setstiffness(MV_ColMat_double *transf) {

  // Sides of triangle
  const SideList side(this);

  const double area = side.area;
  if(area <= 0.0)
    garcon()->msout << ms_error << "Element has zero or negative area!"
		    << endl << ms_normal;

  const Bmatrix B(side);
        
  double tmp = young/((1.+poisson)*(1.-2.*poisson));
  double C_11 = tmp*(1.-poisson);
  double C_12 = tmp*poisson;
  double C_44 = 0.5*(C_11 - C_12);

  MV_ColMat_double D(3, 3, 0.0);
    
  D(0, 0) = D(1, 1) = C_11;
  D(1, 0) = D(0, 1) = C_12;
  D(2, 2) = 4*C_44;
    
  if(!planestrain) {
    double correction = C_12*C_12/C_11;
    D(0, 0) -= correction;
    D(1, 1) -= correction;
    D(1, 0) -= correction;
    D(0, 1) -= correction;
  }

  double alpha = t_coeff;
  double stress_free_strain_iso = fictT_coeff;
  if(planestrain) {
    alpha *= 1. + poisson;
    stress_free_strain_iso *= 1. + poisson;
  }
    
  for(int nu=0; nu<3; nu++) {
    MV_ColMat_double DB(D*B[nu]);
      
    for(int mu=0; mu<=nu; mu++) {
      MV_ColMat_double knodal(trans_mult(B[mu], DB));
      K(0, 0, mu, nu) = area*knodal(0, 0);
      K(1, 1, mu, nu) = area*knodal(1, 1);
      K(0, 1, mu, nu) = area*knodal(0, 1);
      K(1, 0, mu, nu) = area*knodal(1, 0);
    }
      
    /* write out this multiplication, since the thermal expansion
     * coefficient is alpha_11 = alpha_22 = alpha, alpha_12 = 0
     * 
     * this leaves out the factor of deltaT, which is only determined
     * when the system is equilibrated and is factored in by
     * loadinterior_rhs and loadboundary_rhs in trielement.C
     */
    thermal_forces[2*nu] = area*alpha*(DB(0, 0) + DB(1, 0));
    thermal_forces[2*nu+1] = area*alpha*(DB(0, 1) + DB(1, 1));
    sfs_forces[2*nu] = area*stress_free_strain_iso*(DB(0, 0) + DB(1, 0));
    sfs_forces[2*nu+1] = area*stress_free_strain_iso*alpha*(DB(0,1) + DB(1,1));
  }
    
  // convert from cartesian to general coordinates --
  // this can be skipped if all nodes are simple XYNodes
  if(transf) {
    K = K.transform(*transf);	// computes A^T K A
    thermal_forces = (*transf)*thermal_forces;
    sfs_forces = (*transf)*sfs_forces;
  }
}

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

#ifdef THERMAL
void TwisElement::setstiffnessT() {
  const SideList side(this);
  const double area = side.area;
  if(area == 0.0)
    garcon()->msout << ms_error << "Element " << index
		    << " has zero area!" << endl << ms_normal;
  if(area < 0.0)
    garcon()->msout << ms_error << "Element " << index
		    << " has negative area! " << area << endl << ms_normal;
  const Gvector G(side);	// 3 3-vectors whose third component is zero
  for(int nu=0; nu<3; nu++)
    for(int mu=0; mu<=nu; mu++)
      K_t(nu, mu) = -area * kappa * (G[nu](0)*G[mu](0) + G[nu](1)*G[mu](1));
}
#endif // THERMAL

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

// elastic part of the strain

const StrainStress &TwisElement::elastic_straintensor() {
  if(current_elastic_strain) return elastic_strain;
  current_elastic_strain = TF_TRUE;
  TriElement::elastic_straintensor();
  double dT = deltaT();
  elastic_strain(0,0) -= dT*t_coeff + fictiveT*fictT_coeff;
  elastic_strain(1,1) -= dT*t_coeff + fictiveT*fictT_coeff;
  if(planestrain)
    elastic_strain(2,2) -= dT*t_coeff + fictiveT*fictT_coeff;
  else				// plane stress
    elastic_strain(2,2) =
      -poisson/(1-poisson)*(elastic_strain(0,0) + elastic_strain(1,1));
  return elastic_strain;
}

StrainStress TwisElement::total_straintensor() {
  StrainStress strain(elastic_straintensor());
  double dT = deltaT();
  if(dT != 0.0) {
    strain(0,0) += dT*t_coeff;
    strain(1,1) += dT*t_coeff;
    strain(2,2) += dT*t_coeff;
  }

 if(fictiveT != 0.0) {
    strain(0,0) += fictiveT*fictT_coeff;
    strain(1,1) += fictiveT*fictT_coeff;
    strain(2,2) += fictiveT*fictT_coeff;
  }

  return strain;
}

/// ---------------------------------------------------------- //

// compute stress tensor, given strain tensor
const StrainStress &TwisElement::stresstensor() {
  if(current_stress) return stress;
  current_stress = TF_TRUE;
  elastic_straintensor();
  double tmp = young/((1.+poisson)*(1.-2.*poisson));
  double C_11 = tmp*(1.-poisson);
  double C_12 = tmp*poisson;
  double C_44 = 0.5*(C_11 - C_12);
  stress(0,0) =
    C_11*elastic_strain(0,0) + C_12*(elastic_strain(1,1) + elastic_strain(2,2));
  stress(1,1) =
    C_11*elastic_strain(1,1) + C_12*(elastic_strain(0,0) + elastic_strain(2,2));
  stress(2,2) =
    C_11*elastic_strain(2,2) + C_12*(elastic_strain(0,0) + elastic_strain(1,1));
  stress(1,2) = 2*C_44*elastic_strain(1,2);
  stress(0,2) = 2*C_44*elastic_strain(0,2);
  stress(0,1) = 2*C_44*elastic_strain(0,1);
  return stress;
}

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

#ifdef THERMAL
const MV_Vector_double &TwisElement::gradient_temperature_field() {
  // this shouldn't have to override
  // TriElement::gradient_temperature_field(), but if it doesn't, then
  // that function would have to set current_grad_thermal, and then it
  // probably ought to cache its value. That would screw up the
  // caching of the GTElement thermal gradient.
  if(current_grad_thermal) return Grad_T_field;
  current_grad_thermal = TF_TRUE;
  return TriElement::gradient_temperature_field();
}

const MV_Vector_double &TwisElement::heat_flux_field() {
  if(current_J) return J_field;
  current_J = TF_TRUE;
  J_field = -kappa*gradient_temperature_field();
  return J_field;
}
#endif // THERMAL

//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//-\\-//

CharString TwisElement::parameters() const {
  return TriElementT::parameters()
    + " poisson=" + to_charstring(poisson)
    + " young=" + to_charstring(young)
    + " alpha=" + to_charstring(t_coeff)
#ifdef THERMAL
    + " kappa=" + to_charstring(kappa)
#endif // THERMAL
    + " vegard=" + to_charstring(fictT_coeff)
    + " planestrain=" + to_charstring(planestrain);
}

// ------------------

bool TwisElement::same_type(const Element *el) const {
  const TwisElement *other = dynamic_cast<const TwisElement*>(el);
  return other && TriElementT::same_type(el)
    && young == other->young
    && poisson == other->poisson
    && t_coeff == other->t_coeff
    && fictT_coeff == other->fictT_coeff
#ifdef THERMAL
    && kappa == other->kappa
#endif // THERMAL
    ;
}

std::vector<CharString> *TwisElement::print_properties(ostream &os) const {
  // Treated as isotropic!
  std::vector<CharString> *names = TriElementT::print_properties(os);
  CharString pname = newPropertyName();
  os << "OOF.LoadData.Property.Elasticity.Isotropic(name='" << pname
     << "', cijkl=IsotropicRank4TensorEnu(young=" << young
     << ", poisson=" << poisson << "))" << endl;
  names->push_back("Elasticity:Isotropic:" + pname);

  if(t_coeff != 0.0) {
    pname = newPropertyName();
    os << "OOF.LoadData.Property.Thermal.ThermalExpansion.Isotropic(name='"
       << pname
       << "', alpha=" << t_coeff << ", T0="
#ifndef THERMAL
       << 0.0
#else // THERMAL
       << temperature0
#endif // THERMAL
       << ")" << endl;
    names->push_back("Thermal:ThermalExpansion:Isotropic:" + pname);
  }
#ifdef THERMAL
  if(kappa != 0.0) {
    pname = newPropertyName();
    os << "OOF.LoadData.Property.Thermal.Conductivity.Isotropic(name='" << pname
       << "', kappa=" << kappa << ")" << endl;
    names->push_back("Thermal:Conductivity:Isotropic:" + pname);
  }
#endif // THERMAL
  return names;
}


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