/usr/include/trilinos/ModeLaplace2DQ2.h is in libtrilinos-anasazi-dev 12.12.1-5.
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// ***********************************************************************
//
// Anasazi: Block Eigensolvers Package
// Copyright 2004 Sandia Corporation
//
// Under terms of Contract DE-AC04-94AL85000 with Sandia Corporation,
// the U.S. Government retains certain rights in this software.
//
// Redistribution and use in source and binary forms, with or without
// modification, are permitted provided that the following conditions are
// met:
//
// 1. Redistributions of source code must retain the above copyright
// notice, this list of conditions and the following disclaimer.
//
// 2. Redistributions in binary form must reproduce the above copyright
// notice, this list of conditions and the following disclaimer in the
// documentation and/or other materials provided with the distribution.
//
// 3. Neither the name of the Corporation nor the names of the
// contributors may be used to endorse or promote products derived from
// this software without specific prior written permission.
//
// THIS SOFTWARE IS PROVIDED BY SANDIA CORPORATION "AS IS" AND ANY
// EXPRESS OR IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, THE
// IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR
// PURPOSE ARE DISCLAIMED. IN NO EVENT SHALL SANDIA CORPORATION OR THE
// CONTRIBUTORS BE LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, SPECIAL,
// EXEMPLARY, OR CONSEQUENTIAL DAMAGES (INCLUDING, BUT NOT LIMITED TO,
// PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES; LOSS OF USE, DATA, OR
// PROFITS; OR BUSINESS INTERRUPTION) HOWEVER CAUSED AND ON ANY THEORY OF
// LIABILITY, WHETHER IN CONTRACT, STRICT LIABILITY, OR TORT (INCLUDING
// NEGLIGENCE OR OTHERWISE) ARISING IN ANY WAY OUT OF THE USE OF THIS
// SOFTWARE, EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGE.
//
// Questions? Contact Michael A. Heroux (maherou@sandia.gov)
//
// ***********************************************************************
// @HEADER
// This software is a result of the research described in the report
//
// "A comparison of algorithms for modal analysis in the absence
// of a sparse direct method", P. Arbenz, R. Lehoucq, and U. Hetmaniuk,
// Sandia National Laboratories, Technical report SAND2003-1028J.
//
// It is based on the Epetra, AztecOO, and ML packages defined in the Trilinos
// framework ( http://trilinos.org/ ).
#ifndef ANASAZI_MODE_LAPLACE_2D_Q2_H
#define ANASAZI_MODE_LAPLACE_2D_Q2_H
#include "Epetra_ConfigDefs.h"
#include "Anasaziepetra_ModeLaplace_DLLExportMacro.h"
#include "Epetra_Comm.h"
#include "Epetra_CrsMatrix.h"
#include "Epetra_MultiVector.h"
#include "Epetra_RowMatrix.h"
#include "CheckingTools.h"
#include "ModeLaplace.h"
#include "SortingTools.h"
// Chaco partition routine
#ifdef _USE_CHACO
extern "C" {
int interface(int, int*, int*, int *, float*, float*, float*, float*, char*,
char*, short int*, int, int, int[3], double*, int, int, int, int,
int, double, long);
}
#endif
class ANASAZIEPETRA_MODELAPLACE_LIB_DLL_EXPORT ModeLaplace2DQ2 : public ModeLaplace {
private:
const CheckingTools myVerify;
const Epetra_Comm &MyComm;
const SortingTools mySort;
Epetra_Map *Map;
Epetra_CrsMatrix *K;
Epetra_CrsMatrix *M;
double Lx;
int nX;
double Ly;
int nY;
double *x;
double *y;
static const int dofEle;
static const int maxConnect;
#ifndef M_PI
static const double M_PI;
#endif
// Private member functions
void preProcess();
void makeMap();
int countElements(bool *isTouched);
void makeMyElementsTopology(int *elemTopo, bool *isTouched);
void makeMyConnectivity(int *elemTopo, int numEle, int *connectivity, int *numNz);
void makeStiffness(int *elemTopo, int numEle, int *connectivity, int *numNz);
void makeElementaryStiffness(double *kel) const;
void makeMass(int *elemTopo, int numEle, int *connectivity, int *numNz);
void makeElementaryMass(double *mel) const;
// Don't define these functions
ModeLaplace2DQ2(const ModeLaplace2DQ2 &ref);
ModeLaplace2DQ2& operator=(const ModeLaplace2DQ2 &ref);
public:
ModeLaplace2DQ2(const Epetra_Comm &_Comm, double _Lx, int _nX, double _Ly, int _nY);
~ModeLaplace2DQ2();
const Epetra_CrsMatrix* getStiffness() const { return K; }
const Epetra_CrsMatrix* getMass() const { return M; }
double getFirstMassEigenValue() const;
int eigenCheck(const Epetra_MultiVector &Q, double *lambda, double *normWeight, bool smallest = true) const;
void memoryInfo() const;
void problemInfo() const;
};
#endif
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