Intrepid
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00001 // @HEADER
00002 // ************************************************************************
00003 //
00004 //                           Intrepid Package
00005 //                 Copyright (2007) Sandia Corporation
00006 //
00007 // Under terms of Contract DE-AC04-94AL85000, there is a non-exclusive
00008 // license for use of this work by or on behalf of the U.S. Government.
00009 //
00010 // This library is free software; you can redistribute it and/or modify
00011 // it under the terms of the GNU Lesser General Public License as
00012 // published by the Free Software Foundation; either version 2.1 of the
00013 // License, or (at your option) any later version.
00014 //
00015 // This library is distributed in the hope that it will be useful, but
00016 // WITHOUT ANY WARRANTY; without even the implied warranty of
00017 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the GNU
00018 // Lesser General Public License for more details.
00019 //
00020 // You should have received a copy of the GNU Lesser General Public
00021 // License along with this library; if not, write to the Free Software
00022 // Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307
00023 // USA
00024 // Questions? Contact Pavel Bochev  (pbboche@sandia.gov),
00025 //                    Denis Ridzal  (dridzal@sandia.gov),
00026 //                    Kara Peterson (kjpeter@sandia.gov).
00027 //
00028 // ************************************************************************
00029 // @HEADER
00030 
00069 // Intrepid includes
00070 #include "Intrepid_FunctionSpaceTools.hpp"
00071 #include "Intrepid_FieldContainer.hpp"
00072 #include "Intrepid_CellTools.hpp"
00073 //#include "Intrepid_ArrayTools.hpp"
00074 #include "Intrepid_HGRAD_HEX_Cn_FEM.hpp"
00075 //#include "Intrepid_RealSpaceTools.hpp"
00076 #include "Intrepid_DefaultCubatureFactory.hpp"
00077 #include "Intrepid_Utils.hpp"
00078 
00079 // Epetra includes
00080 #include "Epetra_Time.h"
00081 #include "Epetra_Map.h"
00082 #include "Epetra_FEVector.h"
00083 #include "Epetra_FECrsMatrix.h"
00084 #include "Epetra_SerialComm.h"
00085 
00086 // Teuchos includes
00087 #include "Teuchos_oblackholestream.hpp"
00088 #include "Teuchos_RCP.hpp"
00089 //#include "Teuchos_BLAS.hpp"
00090 //#include "Teuchos_BLAS_types.hpp"
00091 
00092 // Shards includes
00093 #include "Shards_CellTopology.hpp"
00094 
00095 // EpetraExt includes
00096 #include "EpetraExt_MultiVectorOut.h"
00097 
00098 #include <vector>
00099 #include <map>
00100 
00101 using namespace std;
00102 using namespace Intrepid;
00103 
00104 int main(int argc, char *argv[]) {
00105 
00106   //Check number of arguments
00107   if (argc < 4) {
00108     std::cout <<"\n>>> ERROR: Invalid number of arguments.\n\n";
00109     std::cout <<"Usage:\n\n";
00110     std::cout <<"  ./Intrepid_example_Drivers_Example_15.exe deg NX NY NZ verbose\n\n";
00111     std::cout <<" where \n";
00112     std::cout <<"   int deg             - polynomial degree to be used (assumed >= 1) \n";
00113     std::cout <<"   int NX              - num intervals in x direction (assumed box domain, 0,1) \n";
00114     std::cout <<"   int NY              - num intervals in y direction (assumed box domain, 0,1) \n";
00115     std::cout <<"   int NZ              - num intervals in y direction (assumed box domain, 0,1) \n";
00116     std::cout <<"   verbose (optional)  - any character, indicates verbose output \n\n";
00117     exit(1);
00118   }
00119   
00120   // This little trick lets us print to std::cout only if
00121   // a (dummy) command-line argument is provided.
00122   int iprint     = argc - 1;
00123   Teuchos::RCP<std::ostream> outStream;
00124   Teuchos::oblackholestream bhs; // outputs nothing
00125   if (iprint > 2)
00126     outStream = Teuchos::rcp(&std::cout, false);
00127   else
00128     outStream = Teuchos::rcp(&bhs, false);
00129   
00130   // Save the format state of the original std::cout.
00131   Teuchos::oblackholestream oldFormatState;
00132   oldFormatState.copyfmt(std::cout);
00133   
00134   *outStream                                                            \
00135     << "===============================================================================\n" \
00136     << "|                                                                             |\n" \
00137     << "|  Example: Build Stiffness Matrix for                                        |\n" \
00138     << "|                   Poisson Equation on Hexahedral Mesh                       |\n" \
00139     << "|                                                                             |\n" \
00140     << "|  Questions? Contact  Pavel Bochev  (pbboche@sandia.gov),                    |\n" \
00141     << "|                      Denis Ridzal  (dridzal@sandia.gov),                    |\n" \
00142     << "|                      Kara Peterson (kjpeter@sandia.gov).                    |\n" \
00143     << "|                                                                             |\n" \
00144     << "|  Intrepid's website: http://trilinos.sandia.gov/packages/intrepid           |\n" \
00145     << "|  Trilinos website:   http://trilinos.sandia.gov                             |\n" \
00146     << "|                                                                             |\n" \
00147     << "===============================================================================\n";
00148 
00149   
00150   // ************************************ GET INPUTS **************************************
00151   
00152   int deg          = atoi(argv[1]);  // polynomial degree to use
00153   int NX           = atoi(argv[2]);  // num intervals in x direction (assumed box domain, 0,1)
00154   int NY           = atoi(argv[3]);  // num intervals in y direction (assumed box domain, 0,1)
00155   int NZ           = atoi(argv[4]);  // num intervals in y direction (assumed box domain, 0,1)
00156   
00157 
00158   // *********************************** CELL TOPOLOGY **********************************
00159   
00160   // Get cell topology for base hexahedron
00161   typedef shards::CellTopology    CellTopology;
00162   CellTopology hex_8(shards::getCellTopologyData<shards::Hexahedron<8> >() );
00163   
00164   // Get dimensions 
00165   int numNodesPerElem = hex_8.getNodeCount();
00166   int spaceDim = hex_8.getDimension();
00167   
00168   // *********************************** GENERATE MESH ************************************
00169   
00170   *outStream << "Generating mesh ... \n\n";
00171   
00172   *outStream << "   NX" << "   NY" << "   NZ\n";
00173   *outStream << std::setw(5) << NX <<
00174     std::setw(5) << NY << std::setw(5) << NZ << "\n\n";
00175   
00176   // Print mesh information
00177   int numElems = NX*NY*NZ;
00178   int numNodes = (NX+1)*(NY+1)*(NZ+1);
00179   *outStream << " Number of Elements: " << numElems << " \n";
00180   *outStream << "    Number of Nodes: " << numNodes << " \n\n";
00181   
00182   // Cube
00183   double leftX = 0.0, rightX = 1.0;
00184   double leftY = 0.0, rightY = 1.0;
00185   double leftZ = 0.0, rightZ = 1.0;
00186 
00187   // Mesh spacing
00188   double hx = (rightX-leftX)/((double)NX);
00189   double hy = (rightY-leftY)/((double)NY);
00190   double hz = (rightZ-leftZ)/((double)NZ);
00191 
00192   // Get nodal coordinates
00193   FieldContainer<double> nodeCoord(numNodes, spaceDim);
00194   FieldContainer<int> nodeOnBoundary(numNodes);
00195   int inode = 0;
00196   for (int k=0; k<NZ+1; k++) 
00197     {
00198       for (int j=0; j<NY+1; j++) 
00199         {
00200           for (int i=0; i<NX+1; i++) 
00201             {
00202               nodeCoord(inode,0) = leftX + (double)i*hx;
00203               nodeCoord(inode,1) = leftY + (double)j*hy;
00204               nodeCoord(inode,2) = leftZ + (double)k*hz;
00205               if (k==0 || k==NZ || j==0 || i==0 || j==NY || i==NX)
00206                 {
00207                   nodeOnBoundary(inode)=1;
00208                 }
00209               else 
00210                 {
00211                   nodeOnBoundary(inode)=0;
00212                 }
00213               inode++;
00214             }
00215         }
00216     }
00217 #define DUMP_DATA
00218 #ifdef DUMP_DATA
00219   // Print nodal coords
00220   ofstream fcoordout("coords.dat");
00221   for (int i=0; i<numNodes; i++) {
00222     fcoordout << nodeCoord(i,0) <<" ";
00223     fcoordout << nodeCoord(i,1) <<" ";
00224     fcoordout << nodeCoord(i,2) <<"\n";
00225   }
00226   fcoordout.close();
00227 #endif
00228   
00229   
00230   // Element to Node map
00231   // We'll keep it around, but this is only the DOFMap if you are in the lowest order case.
00232   FieldContainer<int> elemToNode(numElems, numNodesPerElem);
00233   int ielem = 0;
00234   for (int k=0; k<NZ; k++) 
00235     {
00236       for (int j=0; j<NY; j++) 
00237         {
00238           for (int i=0; i<NX; i++) 
00239             {
00240               elemToNode(ielem,0) = k * ( NX + 1 ) * ( NY + 1 ) + j * ( NX + 1 ) + i;
00241               elemToNode(ielem,1) = k * ( NX + 1 ) * ( NY + 1 ) + j * ( NX + 1 ) + i + 1;
00242               elemToNode(ielem,2) = k * ( NX + 1 ) * ( NY + 1 ) + ( j + 1 ) * ( NX + 1 ) + i + 1;
00243               elemToNode(ielem,3) = k * ( NX + 1 ) * ( NY + 1 ) + ( j + 1 ) * ( NX + 1 ) + i;
00244               elemToNode(ielem,4) = ( k + 1 ) * ( NX + 1 ) * ( NY + 1 ) + j * ( NX + 1 ) + i;
00245               elemToNode(ielem,5) = ( k + 1 ) * ( NX + 1 ) * ( NY + 1 ) + j * ( NX + 1 ) + i + 1;
00246               elemToNode(ielem,6) = ( k + 1 ) * ( NX + 1 ) * ( NY + 1 ) + ( j + 1 ) * ( NX + 1 ) + i + 1;
00247               elemToNode(ielem,7) = ( k + 1 ) * ( NX + 1 ) * ( NY + 1 ) + ( j + 1 ) * ( NX + 1 ) + i;
00248               ielem++;
00249             }
00250         }
00251     }
00252 #ifdef DUMP_DATA
00253   // Output connectivity
00254   ofstream fe2nout("elem2node.dat");
00255   for (int k=0;k<NZ;k++)
00256     {
00257       for (int j=0; j<NY; j++) 
00258         {
00259           for (int i=0; i<NX; i++) 
00260             {
00261               int ielem = i + j * NX + k * NY * NY;
00262               for (int m=0; m<numNodesPerElem; m++)
00263                 {
00264                   fe2nout << elemToNode(ielem,m) <<"  ";
00265                 }
00266               fe2nout <<"\n";
00267             }
00268         }
00269     }
00270   fe2nout.close();
00271 #endif
00272   
00273   // ************************************ CUBATURE ************************************** 
00274   *outStream << "Getting cubature ... \n\n";
00275   
00276   // Get numerical integration points and weights
00277   DefaultCubatureFactory<double>  cubFactory;                                   
00278   int cubDegree = 2*deg;
00279   Teuchos::RCP<Cubature<double> > quadCub = cubFactory.create(hex_8, cubDegree); 
00280   
00281   int cubDim       = quadCub->getDimension();
00282   int numCubPoints = quadCub->getNumPoints();
00283   
00284   FieldContainer<double> cubPoints(numCubPoints, cubDim);
00285   FieldContainer<double> cubWeights(numCubPoints);
00286   
00287   quadCub->getCubature(cubPoints, cubWeights);
00288   
00289 
00290   // ************************************** BASIS ***************************************
00291   
00292   *outStream << "Getting basis ... \n\n";
00293   
00294   // Define basis 
00295   Basis_HGRAD_HEX_Cn_FEM<double, FieldContainer<double> > quadHGradBasis(deg,POINTTYPE_SPECTRAL);
00296   int numFieldsG = quadHGradBasis.getCardinality();
00297   FieldContainer<double> quadGVals(numFieldsG, numCubPoints); 
00298   FieldContainer<double> quadGrads(numFieldsG, numCubPoints, spaceDim); 
00299   
00300   // Evaluate basis values and gradients at cubature points
00301   quadHGradBasis.getValues(quadGVals, cubPoints, OPERATOR_VALUE);
00302   quadHGradBasis.getValues(quadGrads, cubPoints, OPERATOR_GRAD);
00303 
00304   // create the local-global mapping
00305   FieldContainer<int> ltgMapping(numElems,numFieldsG);
00306   const int numDOF = (NX*deg+1)*(NY*deg+1)*(NZ*deg+1);
00307   ielem=0;
00308   for (int k=0;k<NZ;k++) 
00309     {
00310       for (int j=0;j<NY;j++) 
00311         {
00312           for (int i=0;i<NX;i++) 
00313             {
00314               const int start = k * ( NY * deg + 1 ) * ( NX * deg + 1 ) + j * ( NX * deg + 1 ) + i * deg;
00315               // loop over local dof on this cell
00316               int local_dof_cur=0;
00317               for (int kloc=0;kloc<=deg;kloc++) 
00318                 {
00319                   for (int jloc=0;jloc<=deg;jloc++) 
00320                     {
00321                       for (int iloc=0;iloc<=deg;iloc++)
00322                         {
00323                           ltgMapping(ielem,local_dof_cur) = start 
00324                             + kloc * ( NX * deg + 1 ) * ( NY * deg + 1 )
00325                             + jloc * ( NX * deg + 1 )
00326                             + iloc;
00327                           local_dof_cur++;
00328                         }
00329                     }
00330                 }
00331               ielem++;
00332             }
00333         }
00334     }
00335 #ifdef DUMP_DATA
00336   // Output ltg mapping 
00337   ielem = 0;
00338   ofstream ltgout("ltg.dat");
00339   for (int k=0;k<NZ;k++)  
00340     {
00341       for (int j=0; j<NY; j++) 
00342         {
00343           for (int i=0; i<NX; i++) 
00344             {
00345               int ielem = i + j * NX + k * NX * NY;
00346               for (int m=0; m<numFieldsG; m++)
00347                 {
00348                   ltgout << ltgMapping(ielem,m) <<"  ";
00349                 }
00350               ltgout <<"\n";
00351             }
00352         }
00353     }
00354   ltgout.close();
00355 #endif
00356 
00357   // ********** DECLARE GLOBAL OBJECTS *************
00358   Epetra_SerialComm Comm;
00359   Epetra_Map globalMapG(numDOF, 0, Comm);
00360   Epetra_FEVector u(globalMapG);  u.Random();
00361   Epetra_FEVector Ku(globalMapG);
00362 
00363   // time the instantiation 
00364 //   Epetra_Time instantiateTimer(Comm);
00365 //   Epetra_FECrsMatrix StiffMatrix(Copy,globalMapG,8*numFieldsG); 
00366 //   const double instantiateTime = instantiateTimer.ElapsedTime();
00367 
00368 
00369   // ********** CONSTRUCT AND INSERT LOCAL STIFFNESS MATRICES ***********
00370   *outStream << "Building local stiffness matrices...\n\n";
00371   typedef CellTools<double>  CellTools;
00372   typedef FunctionSpaceTools fst;
00373   int numCells = numElems; 
00374 
00375   // vertices
00376   FieldContainer<double> cellVertices(numCells,numNodesPerElem,spaceDim);
00377 
00378   // jacobian information
00379   FieldContainer<double> cellJacobian(numCells,numCubPoints,spaceDim,spaceDim);
00380   FieldContainer<double> cellJacobInv(numCells,numCubPoints,spaceDim,spaceDim);
00381   FieldContainer<double> cellJacobDet(numCells,numCubPoints);
00382 
00383   // element stiffness matrices and supporting storage space
00384   FieldContainer<double> localStiffMatrices(numCells, numFieldsG, numFieldsG);
00385   FieldContainer<double> transformedBasisGradients(numCells,numFieldsG,numCubPoints,spaceDim);
00386   FieldContainer<double> weightedTransformedBasisGradients(numCells,numFieldsG,numCubPoints,spaceDim);
00387   FieldContainer<double> weightedMeasure(numCells, numCubPoints);
00388 
00389 
00390   // get vertices of cells (for computing Jacobians)
00391   for (int i=0;i<numElems;i++)
00392     {
00393       for (int j=0;j<numNodesPerElem;j++)
00394         {
00395           const int nodeCur = elemToNode(i,j);
00396           for (int k=0;k<spaceDim;k++) 
00397             {
00398               cellVertices(i,j,k) = nodeCoord(nodeCur,k);
00399             }
00400         }
00401     }
00402    
00403   Epetra_Time localConstructTimer( Comm );
00404 
00405   // jacobian evaluation 
00406   CellTools::setJacobian(cellJacobian,cubPoints,cellVertices,hex_8);
00407   CellTools::setJacobianInv(cellJacobInv, cellJacobian );
00408   CellTools::setJacobianDet(cellJacobDet, cellJacobian );
00409 
00410   // transform reference element gradients to each cell
00411   fst::HGRADtransformGRAD<double>(transformedBasisGradients, cellJacobInv, quadGrads);
00412       
00413   // compute weighted measure
00414   fst::computeCellMeasure<double>(weightedMeasure, cellJacobDet, cubWeights);
00415 
00416   // multiply values with weighted measure
00417   fst::multiplyMeasure<double>(weightedTransformedBasisGradients,
00418                                weightedMeasure, transformedBasisGradients);
00419 
00420   // integrate to compute element stiffness matrix
00421   fst::integrate<double>(localStiffMatrices,
00422                          transformedBasisGradients, weightedTransformedBasisGradients , COMP_BLAS);
00423 
00424   const double localConstructTime = localConstructTimer.ElapsedTime();
00425 
00426 
00427   Epetra_Time insertionTimer(Comm);
00428 
00429   vector<map<int,double> > mat(numDOF);
00430 
00431 
00432 
00433   // *** Element loop ***
00434   for (int el=0; el<numElems; el++) 
00435     {
00436       for (int i=0;i<numFieldsG;i++) // local rows
00437         {
00438           const int glob_row = ltgMapping(el,i);
00439           map<int,double> & cur_row = mat[glob_row];
00440 
00441           for (int j=0;j<numFieldsG;j++) // local columns
00442             {
00443               const int glob_col = ltgMapping(el,j);
00444               const double cur_val = localStiffMatrices(el,i,j);
00445               map<int,double>::iterator it = cur_row.find( glob_col );
00446               if (it != cur_row.end()) // current column already in row
00447                 {
00448                   it->second += cur_val;
00449                 }
00450               else
00451                 {
00452                   cur_row[glob_col] = cur_val;
00453                 }
00454             }
00455         }
00456     }
00457   //StiffMatrix.GlobalAssemble(); StiffMatrix.FillComplete();
00458   const double insertionTime = insertionTimer.ElapsedTime( );
00459   
00460 //   *outStream << "Time to instantiate global stiffness matrix: " << instantiateTime << "\n";
00461   *outStream << "Time to build local matrices (including Jacobian computation): "<< localConstructTime << "\n";
00462   *outStream << "Time to assemble global matrix from local matrices: " << insertionTime << "\n";
00463   *outStream << "Total construction time: " << localConstructTime + insertionTime << "\n";
00464 
00465 //   Epetra_Time applyTimer(Comm);
00466 //   StiffMatrix.Apply(u,Ku);
00467 //   const double multTime = applyTimer.ElapsedTime();
00468 //   *outStream << "Time to multiply onto a vector: " << multTime << "\n";
00469 
00470   *outStream << "End Result: TEST PASSED\n";
00471   
00472   // reset format state of std::cout
00473   std::cout.copyfmt(oldFormatState);
00474   
00475   return 0;
00476 }
00477