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Example building stiffness matrix for a Poisson equation using nodal (Hgrad) elements on squares. This shows how to use the local-global mapping to preallocate the matrix graph. This leads to an improvement in the time it takes to construct the global matrix. More...
#include "Intrepid_FunctionSpaceTools.hpp"#include "Intrepid_FieldContainer.hpp"#include "Intrepid_CellTools.hpp"#include "Intrepid_ArrayTools.hpp"#include "Intrepid_HGRAD_QUAD_Cn_FEM.hpp"#include "Intrepid_RealSpaceTools.hpp"#include "Intrepid_DefaultCubatureFactory.hpp"#include "Intrepid_Utils.hpp"#include "Epetra_Time.h"#include "Epetra_Map.h"#include "Epetra_FECrsMatrix.h"#include "Epetra_FEVector.h"#include "Epetra_SerialComm.h"#include "Teuchos_oblackholestream.hpp"#include "Teuchos_RCP.hpp"#include "Teuchos_BLAS.hpp"#include "Shards_CellTopology.hpp"#include "EpetraExt_RowMatrixOut.h"#include "EpetraExt_MultiVectorOut.h"Go to the source code of this file.
Example building stiffness matrix for a Poisson equation using nodal (Hgrad) elements on squares. This shows how to use the local-global mapping to preallocate the matrix graph. This leads to an improvement in the time it takes to construct the global matrix.
         div grad u = f in Omega
                  u = 0 on Gamma 
 Discrete linear system for nodal coefficients(x):
    
             Kx = b
        K - HGrad stiffness matrix
        b - right hand side vector 
 ./Intrepid_example_Drivers_Example_05.exe N verbose
    int NX              - num intervals in x direction (assumed box domain, 0,1)
    int NY              - num intervals in x direction (assumed box domain, 0,1)
    verbose (optional)  - any character, indicates verbose outputDefinition in file example_07.cpp.
 1.8.5
 1.8.5