예제 #1
0
파일: ex6.c 프로젝트: Kun-Qu/petsc
int main(int argc,char **args)
{
    Mat            C;
    PetscErrorCode ierr;
    PetscInt       i,m = 2,N,M,idx[4],Nsub1,Nsub2,ol=1,x1,x2;
    PetscScalar    Ke[16];
    PetscReal      x,y,h;
    IS             *is1,*is2;
    PetscBool      flg;

    PetscInitialize(&argc,&args,(char *)0,help);
    ierr = PetscOptionsGetInt(PETSC_NULL,"-m",&m,PETSC_NULL);
    CHKERRQ(ierr);
    N = (m+1)*(m+1); /* dimension of matrix */
    M = m*m; /* number of elements */
    h = 1.0/m;       /* mesh width */
    x1= (m+1)/2;
    x2= x1;
    ierr = PetscOptionsGetInt(PETSC_NULL,"-x1",&x1,PETSC_NULL);
    CHKERRQ(ierr);
    ierr = PetscOptionsGetInt(PETSC_NULL,"-x2",&x2,PETSC_NULL);
    CHKERRQ(ierr);
    /* create stiffness matrix */
    ierr = MatCreateSeqAIJ(PETSC_COMM_SELF,N,N,9,PETSC_NULL,&C);
    CHKERRQ(ierr);

    /* forms the element stiffness for the Laplacian */
    ierr = FormElementStiffness(h*h,Ke);
    CHKERRQ(ierr);
    for (i=0; i<M; i++) {
        /* location of lower left corner of element */
        x = h*(i % m);
        y = h*(i/m);
        /* node numbers for the four corners of element */
        idx[0] = (m+1)*(i/m) + (i % m);
        idx[1] = idx[0]+1;
        idx[2] = idx[1] + m + 1;
        idx[3] = idx[2] - 1;
        ierr = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);
        CHKERRQ(ierr);
    }
    ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);
    CHKERRQ(ierr);
    ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);
    CHKERRQ(ierr);

    for (ol=0; ol<m+2; ++ol) {

        ierr = PCASMCreateSubdomains2D(m+1,m+1,x1,x2,1,0,&Nsub1,&is1);
        CHKERRQ(ierr);
        ierr = MatIncreaseOverlap(C,Nsub1,is1,ol);
        CHKERRQ(ierr);
        ierr = PCASMCreateSubdomains2D(m+1,m+1,x1,x2,1,ol,&Nsub2,&is2);
        CHKERRQ(ierr);

        ierr = PetscPrintf(PETSC_COMM_SELF,"flg == 1 => both index sets are same\n");
        CHKERRQ(ierr);
        if(Nsub1 != Nsub2) {
            ierr = PetscPrintf(PETSC_COMM_SELF,"Error: No of indes sets don't match\n");
            CHKERRQ(ierr);
        }

        for (i=0; i<Nsub1; ++i) {
            ierr = ISEqual(is1[i],is2[i],&flg);
            CHKERRQ(ierr);
            ierr = PetscPrintf(PETSC_COMM_SELF,"i =  %D,flg = %d \n",i,(int)flg);
            CHKERRQ(ierr);

        }
        for (i=0; i<Nsub1; ++i) {
            ierr = ISDestroy(&&is1[i]);
            CHKERRQ(ierr);
        }
        for (i=0; i<Nsub2; ++i) {
            ierr = ISDestroy(&&is2[i]);
            CHKERRQ(ierr);
        }


        ierr = PetscFree(is1);
        CHKERRQ(ierr);
        ierr = PetscFree(is2);
        CHKERRQ(ierr);
    }
    ierr = MatDestroy(&C);
    CHKERRQ(ierr);
    ierr = PetscFinalize();
    return 0;
}
예제 #2
0
파일: ex4.c 프로젝트: ZJLi2013/petsc
int main(int argc,char **args)
{
  Mat            C;
  PetscErrorCode ierr;
  PetscInt       i,m = 2,N,M,its,idx[4],count,*rows;
  PetscScalar    val,Ke[16],r[4];
  PetscReal      x,y,h,norm,tol=1.e-14;
  Vec            u,ustar,b;
  KSP            ksp;

  PetscInitialize(&argc,&args,(char*)0,help);
  ierr = PetscOptionsGetInt(NULL,"-m",&m,NULL);CHKERRQ(ierr);
  N    = (m+1)*(m+1); /* dimension of matrix */
  M    = m*m; /* number of elements */
  h    = 1.0/m;    /* mesh width */

  /* create stiffness matrix */
  ierr = MatCreateSeqAIJ(PETSC_COMM_SELF,N,N,9,NULL,&C);CHKERRQ(ierr);
  ierr = MatSetUp(C);CHKERRQ(ierr);

  /* forms the element stiffness for the Laplacian */
  ierr = FormElementStiffness(h*h,Ke);CHKERRQ(ierr);
  for (i=0; i<M; i++) {
    /* location of lower left corner of element */
    x = h*(i % m); y = h*(i/m);
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* create right hand side and solution */

  ierr = VecCreateSeq(PETSC_COMM_SELF,N,&u);CHKERRQ(ierr);
  ierr = VecDuplicate(u,&b);CHKERRQ(ierr);
  ierr = VecDuplicate(b,&ustar);CHKERRQ(ierr);
  ierr = VecSet(u,0.0);CHKERRQ(ierr);
  ierr = VecSet(b,0.0);CHKERRQ(ierr);

  for (i=0; i<M; i++) {
    /* location of lower left corner of element */
    x = h*(i % m); y = h*(i/m);
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = FormElementRhs(x,y,h*h,r);CHKERRQ(ierr);
    ierr   = VecSetValues(b,4,idx,r,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = VecAssemblyBegin(b);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(b);CHKERRQ(ierr);

  /* modify matrix and rhs for Dirichlet boundary conditions */
  ierr = PetscMalloc1((4*m+1),&rows);CHKERRQ(ierr);
  for (i=0; i<m+1; i++) {
    rows[i]          = i; /* bottom */
    rows[3*m - 1 +i] = m*(m+1) + i; /* top */
  }
  count = m+1; /* left side */
  for (i=m+1; i<m*(m+1); i+= m+1) rows[count++] = i;

  count = 2*m; /* left side */
  for (i=2*m+1; i<m*(m+1); i+= m+1) rows[count++] = i;

  for (i=0; i<4*m; i++) {
    x    = h*(rows[i] % (m+1)); y = h*(rows[i]/(m+1));
    val  = y;
    ierr = VecSetValues(u,1,&rows[i],&val,INSERT_VALUES);CHKERRQ(ierr);
    ierr = VecSetValues(b,1,&rows[i],&val,INSERT_VALUES);CHKERRQ(ierr);
  }
  ierr = MatZeroRows(C,4*m,rows,1.0,0,0);CHKERRQ(ierr);

  ierr = PetscFree(rows);CHKERRQ(ierr);
  ierr = VecAssemblyBegin(u);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(u);CHKERRQ(ierr);
  ierr = VecAssemblyBegin(b);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(b);CHKERRQ(ierr);

  /* solve linear system */
  ierr = KSPCreate(PETSC_COMM_WORLD,&ksp);CHKERRQ(ierr);
  ierr = KSPSetOperators(ksp,C,C,DIFFERENT_NONZERO_PATTERN);CHKERRQ(ierr);
  ierr = KSPSetFromOptions(ksp);CHKERRQ(ierr);
  ierr = KSPSetInitialGuessNonzero(ksp,PETSC_TRUE);CHKERRQ(ierr);
  ierr = KSPSolve(ksp,b,u);CHKERRQ(ierr);

  /* check error */
  for (i=0; i<N; i++) {
    x    = h*(i % (m+1)); y = h*(i/(m+1));
    val  = y;
    ierr = VecSetValues(ustar,1,&i,&val,INSERT_VALUES);CHKERRQ(ierr);
  }
  ierr = VecAssemblyBegin(ustar);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(ustar);CHKERRQ(ierr);

  ierr = VecAXPY(u,-1.0,ustar);CHKERRQ(ierr);
  ierr = VecNorm(u,NORM_2,&norm);CHKERRQ(ierr);
  ierr = KSPGetIterationNumber(ksp,&its);CHKERRQ(ierr);
  if (norm > tol) {
    ierr = PetscPrintf(PETSC_COMM_WORLD,"Norm of error %G Iterations %D\n",norm*h,its);CHKERRQ(ierr);
  }

  ierr = KSPDestroy(&ksp);CHKERRQ(ierr);
  ierr = VecDestroy(&ustar);CHKERRQ(ierr);
  ierr = VecDestroy(&u);CHKERRQ(ierr);
  ierr = VecDestroy(&b);CHKERRQ(ierr);
  ierr = MatDestroy(&C);CHKERRQ(ierr);
  ierr = PetscFinalize();
  return 0;
}
예제 #3
0
파일: ex3.c 프로젝트: ZJLi2013/petsc
int main(int argc,char **args)
{
  Mat            C;
  PetscMPIInt    rank,size;
  PetscInt       i,m = 5,N,start,end,M,its;
  PetscScalar    val,Ke[16],r[4];
  PetscReal      x,y,h,norm,tol=1.e-14;
  PetscErrorCode ierr;
  PetscInt       idx[4],count,*rows;
  Vec            u,ustar,b;
  KSP            ksp;

  PetscInitialize(&argc,&args,(char*)0,help);
  ierr = PetscOptionsGetInt(NULL,"-m",&m,NULL);CHKERRQ(ierr);
  N    = (m+1)*(m+1); /* dimension of matrix */
  M    = m*m; /* number of elements */
  h    = 1.0/m;    /* mesh width */
  ierr = MPI_Comm_rank(PETSC_COMM_WORLD,&rank);CHKERRQ(ierr);
  ierr = MPI_Comm_size(PETSC_COMM_WORLD,&size);CHKERRQ(ierr);

  /* Create stiffness matrix */
  ierr  = MatCreate(PETSC_COMM_WORLD,&C);CHKERRQ(ierr);
  ierr  = MatSetSizes(C,PETSC_DECIDE,PETSC_DECIDE,N,N);CHKERRQ(ierr);
  ierr  = MatSetFromOptions(C);CHKERRQ(ierr);
  ierr  = MatSetUp(C);CHKERRQ(ierr);
  start = rank*(M/size) + ((M%size) < rank ? (M%size) : rank);
  end   = start + M/size + ((M%size) > rank);

  /* Assemble matrix */
  ierr = FormElementStiffness(h*h,Ke);   /* element stiffness for Laplacian */
  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    x = h*(i % m); y = h*(i/m);
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* Create right-hand-side and solution vectors */
  ierr = VecCreate(PETSC_COMM_WORLD,&u);CHKERRQ(ierr);
  ierr = VecSetSizes(u,PETSC_DECIDE,N);CHKERRQ(ierr);
  ierr = VecSetFromOptions(u);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)u,"Approx. Solution");CHKERRQ(ierr);
  ierr = VecDuplicate(u,&b);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)b,"Right hand side");CHKERRQ(ierr);
  ierr = VecDuplicate(b,&ustar);CHKERRQ(ierr);
  ierr = VecSet(u,0.0);CHKERRQ(ierr);
  ierr = VecSet(b,0.0);CHKERRQ(ierr);

  /* Assemble right-hand-side vector */
  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    x = h*(i % m); y = h*(i/m);
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = FormElementRhs(x,y,h*h,r);CHKERRQ(ierr);
    ierr   = VecSetValues(b,4,idx,r,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = VecAssemblyBegin(b);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(b);CHKERRQ(ierr);

  /* Modify matrix and right-hand-side for Dirichlet boundary conditions */
  ierr = PetscMalloc1(4*m,&rows);CHKERRQ(ierr);
  for (i=0; i<m+1; i++) {
    rows[i]          = i; /* bottom */
    rows[3*m - 1 +i] = m*(m+1) + i; /* top */
  }
  count = m+1; /* left side */
  for (i=m+1; i<m*(m+1); i+= m+1) rows[count++] = i;

  count = 2*m; /* left side */
  for (i=2*m+1; i<m*(m+1); i+= m+1) rows[count++] = i;
  for (i=0; i<4*m; i++) {
    x    = h*(rows[i] % (m+1)); y = h*(rows[i]/(m+1));
    val  = y;
    ierr = VecSetValues(u,1,&rows[i],&val,INSERT_VALUES);CHKERRQ(ierr);
    ierr = VecSetValues(b,1,&rows[i],&val,INSERT_VALUES);CHKERRQ(ierr);
  }
  ierr = MatZeroRows(C,4*m,rows,1.0,0,0);CHKERRQ(ierr);

  ierr = PetscFree(rows);CHKERRQ(ierr);
  ierr = VecAssemblyBegin(u);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(u);CHKERRQ(ierr);
  ierr = VecAssemblyBegin(b);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(b);CHKERRQ(ierr);

  { Mat A;
    ierr = MatConvert(C,MATSAME,MAT_INITIAL_MATRIX,&A);CHKERRQ(ierr);
    ierr = MatDestroy(&C);CHKERRQ(ierr);
    ierr = MatConvert(A,MATSAME,MAT_INITIAL_MATRIX,&C);CHKERRQ(ierr);
    ierr = MatDestroy(&A);CHKERRQ(ierr);
  }

  /* Solve linear system */
  ierr = KSPCreate(PETSC_COMM_WORLD,&ksp);CHKERRQ(ierr);
  ierr = KSPSetOperators(ksp,C,C,DIFFERENT_NONZERO_PATTERN);CHKERRQ(ierr);
  ierr = KSPSetFromOptions(ksp);CHKERRQ(ierr);
  ierr = KSPSetInitialGuessNonzero(ksp,PETSC_TRUE);CHKERRQ(ierr);
  ierr = KSPSolve(ksp,b,u);CHKERRQ(ierr);

  /* Check error */
  ierr = VecGetOwnershipRange(ustar,&start,&end);CHKERRQ(ierr);
  for (i=start; i<end; i++) {
    x    = h*(i % (m+1)); y = h*(i/(m+1));
    val  = y;
    ierr = VecSetValues(ustar,1,&i,&val,INSERT_VALUES);CHKERRQ(ierr);
  }
  ierr = VecAssemblyBegin(ustar);CHKERRQ(ierr);
  ierr = VecAssemblyEnd(ustar);CHKERRQ(ierr);
  ierr = VecAXPY(u,-1.0,ustar);CHKERRQ(ierr);
  ierr = VecNorm(u,NORM_2,&norm);CHKERRQ(ierr);
  ierr = KSPGetIterationNumber(ksp,&its);CHKERRQ(ierr);
  if (norm > tol) {
    ierr = PetscPrintf(PETSC_COMM_WORLD,"Norm of error %G Iterations %D\n",norm*h,its);CHKERRQ(ierr);
  }

  /* Free work space */
  ierr = KSPDestroy(&ksp);CHKERRQ(ierr);
  ierr = VecDestroy(&ustar);CHKERRQ(ierr);
  ierr = VecDestroy(&u);CHKERRQ(ierr);
  ierr = VecDestroy(&b);CHKERRQ(ierr);
  ierr = MatDestroy(&C);CHKERRQ(ierr);
  ierr = PetscFinalize();
  return 0;
}
예제 #4
0
int main(int argc,char **args)
{
  Mat            C;
  Vec            u,b;
  PetscErrorCode ierr;
  PetscMPIInt    size,rank;
  PetscInt       i,m = 5,N,start,end,M,idx[4];
  PetscInt       j,nrsub,ncsub,*rsub,*csub,mystart,myend;
  PetscBool      flg;
  PetscScalar    one = 1.0,Ke[16],*vals;
  PetscReal      h,norm;

  ierr = PetscInitialize(&argc,&args,(char*)0,help);if (ierr) return ierr;
  ierr = PetscOptionsGetInt(NULL,NULL,"-m",&m,NULL);CHKERRQ(ierr);

  N    = (m+1)*(m+1); /* dimension of matrix */
  M    = m*m;      /* number of elements */
  h    = 1.0/m;    /* mesh width */
  ierr = MPI_Comm_rank(PETSC_COMM_WORLD,&rank);CHKERRQ(ierr);
  ierr = MPI_Comm_size(PETSC_COMM_WORLD,&size);CHKERRQ(ierr);

  /* Create stiffness matrix */
  ierr = MatCreate(PETSC_COMM_WORLD,&C);CHKERRQ(ierr);
  ierr = MatSetSizes(C,PETSC_DECIDE,PETSC_DECIDE,N,N);CHKERRQ(ierr);
  ierr = MatSetFromOptions(C);CHKERRQ(ierr);
  ierr = MatSetUp(C);CHKERRQ(ierr);

  start = rank*(M/size) + ((M%size) < rank ? (M%size) : rank);
  end   = start + M/size + ((M%size) > rank);

  /* Form the element stiffness for the Laplacian */
  ierr = FormElementStiffness(h*h,Ke);CHKERRQ(ierr);
  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* Assemble the matrix again */
  ierr = MatZeroEntries(C);CHKERRQ(ierr);

  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* Create test vectors */
  ierr = VecCreate(PETSC_COMM_WORLD,&u);CHKERRQ(ierr);
  ierr = VecSetSizes(u,PETSC_DECIDE,N);CHKERRQ(ierr);
  ierr = VecSetFromOptions(u);CHKERRQ(ierr);
  ierr = VecDuplicate(u,&b);CHKERRQ(ierr);
  ierr = VecSet(u,one);CHKERRQ(ierr);

  /* Check error */
  ierr = MatMult(C,u,b);CHKERRQ(ierr);
  ierr = VecNorm(b,NORM_2,&norm);CHKERRQ(ierr);
  if (norm > PETSC_SQRT_MACHINE_EPSILON) {
    ierr = PetscPrintf(PETSC_COMM_WORLD,"Norm of error b %g should be near 0\n",(double)norm);CHKERRQ(ierr);
  }

  /* Now test MatGetValues() */
  ierr = PetscOptionsHasName(NULL,NULL,"-get_values",&flg);CHKERRQ(ierr);
  if (flg) {
    ierr  = MatGetOwnershipRange(C,&mystart,&myend);CHKERRQ(ierr);
    nrsub = myend - mystart; ncsub = 4;
    ierr  = PetscMalloc1(nrsub*ncsub,&vals);CHKERRQ(ierr);
    ierr  = PetscMalloc1(nrsub,&rsub);CHKERRQ(ierr);
    ierr  = PetscMalloc1(ncsub,&csub);CHKERRQ(ierr);
    for (i=myend-1; i>=mystart; i--) rsub[myend-i-1] = i;
    for (i=0; i<ncsub; i++) csub[i] = 2*(ncsub-i) + mystart;
    ierr = MatGetValues(C,nrsub,rsub,ncsub,csub,vals);CHKERRQ(ierr);
    ierr = MatView(C,PETSC_VIEWER_STDOUT_WORLD);CHKERRQ(ierr);
    ierr = PetscSynchronizedPrintf(PETSC_COMM_WORLD,"processor number %d: start=%D, end=%D, mystart=%D, myend=%D\n",rank,start,end,mystart,myend);CHKERRQ(ierr);
    for (i=0; i<nrsub; i++) {
      for (j=0; j<ncsub; j++) {
        if (PetscImaginaryPart(vals[i*ncsub+j]) != 0.0) {
          ierr = PetscSynchronizedPrintf(PETSC_COMM_WORLD,"  C[%D, %D] = %g + %g i\n",rsub[i],csub[j],(double)PetscRealPart(vals[i*ncsub+j]),(double)PetscImaginaryPart(vals[i*ncsub+j]));CHKERRQ(ierr);
        } else {
          ierr = PetscSynchronizedPrintf(PETSC_COMM_WORLD,"  C[%D, %D] = %g\n",rsub[i],csub[j],(double)PetscRealPart(vals[i*ncsub+j]));CHKERRQ(ierr);
        }
      }
    }
    ierr = PetscSynchronizedFlush(PETSC_COMM_WORLD,PETSC_STDOUT);CHKERRQ(ierr);
    ierr = PetscFree(rsub);CHKERRQ(ierr);
    ierr = PetscFree(csub);CHKERRQ(ierr);
    ierr = PetscFree(vals);CHKERRQ(ierr);
  }

  /* Free data structures */
  ierr = VecDestroy(&u);CHKERRQ(ierr);
  ierr = VecDestroy(&b);CHKERRQ(ierr);
  ierr = MatDestroy(&C);CHKERRQ(ierr);
  ierr = PetscFinalize();
  return ierr;
}
예제 #5
0
파일: ex20.c 프로젝트: feelpp/debian-petsc
int main(int argc,char **args)
{
  Mat          C;
  int          i,m = 5,rank,size,N,start,end,M;
  int          ierr,idx[4];
  PetscBool    flg;
  PetscScalar  Ke[16];
  PetscReal    h;
  Vec          u,b;
  KSP          ksp;
  MatNullSpace nullsp;

  PetscInitialize(&argc,&args,(char*)0,help);
  ierr = PetscOptionsGetInt(NULL,"-m",&m,NULL);CHKERRQ(ierr);
  N    = (m+1)*(m+1); /* dimension of matrix */
  M    = m*m; /* number of elements */
  h    = 1.0/m;    /* mesh width */
  ierr = MPI_Comm_rank(PETSC_COMM_WORLD,&rank);CHKERRQ(ierr);
  ierr = MPI_Comm_size(PETSC_COMM_WORLD,&size);CHKERRQ(ierr);

  /* Create stiffness matrix */
  ierr  = MatCreate(PETSC_COMM_WORLD,&C);CHKERRQ(ierr);
  ierr  = MatSetSizes(C,PETSC_DECIDE,PETSC_DECIDE,N,N);CHKERRQ(ierr);
  ierr  = MatSetFromOptions(C);CHKERRQ(ierr);
  start = rank*(M/size) + ((M%size) < rank ? (M%size) : rank);
  end   = start + M/size + ((M%size) > rank);

  /* Assemble matrix */
  ierr = FormElementStiffness(h*h,Ke);   /* element stiffness for Laplacian */
  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* Create right-hand-side and solution vectors */
  ierr = VecCreate(PETSC_COMM_WORLD,&u);CHKERRQ(ierr);
  ierr = VecSetSizes(u,PETSC_DECIDE,N);CHKERRQ(ierr);
  ierr = VecSetFromOptions(u);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)u,"Approx. Solution");CHKERRQ(ierr);
  ierr = VecDuplicate(u,&b);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)b,"Right hand side");CHKERRQ(ierr);

  ierr = VecSet(u,1.0);CHKERRQ(ierr);
  ierr = MatMult(C,u,b);CHKERRQ(ierr);
  ierr = VecSet(u,0.0);CHKERRQ(ierr);

  /* Solve linear system */
  ierr = KSPCreate(PETSC_COMM_WORLD,&ksp);CHKERRQ(ierr);
  ierr = KSPSetOperators(ksp,C,C,DIFFERENT_NONZERO_PATTERN);CHKERRQ(ierr);
  ierr = KSPSetFromOptions(ksp);CHKERRQ(ierr);
  ierr = KSPSetInitialGuessNonzero(ksp,PETSC_TRUE);CHKERRQ(ierr);

  flg  = PETSC_FALSE;
  ierr = PetscOptionsGetBool(NULL,"-fixnullspace",&flg,NULL);CHKERRQ(ierr);
  if (flg) {
    ierr = MatNullSpaceCreate(PETSC_COMM_WORLD,PETSC_TRUE,0,NULL,&nullsp);CHKERRQ(ierr);
    ierr = KSPSetNullSpace(ksp,nullsp);CHKERRQ(ierr);
    ierr = MatNullSpaceDestroy(&&nullsp);CHKERRQ(ierr);
  }
  ierr = KSPSolve(ksp,b,u);CHKERRQ(ierr);


  /* Free work space */
  ierr = KSPDestroy(&ksp);CHKERRQ(ierr);
  ierr = VecDestroy(&u);CHKERRQ(ierr);
  ierr = VecDestroy(&b);CHKERRQ(ierr);
  ierr = MatDestroy(&C);CHKERRQ(ierr);
  ierr = PetscFinalize();
  return 0;
}
예제 #6
0
int main(int argc,char **args)
{
  PetscErrorCode ierr;
  Mat            C;
  PetscMPIInt    rank,size;
  PetscInt       i,m = 5,N,start,end,M;
  PetscInt       idx[4];
  PetscScalar    Ke[16];
  PetscReal      h;
  Vec            u,b;
  KSP            ksp;
  MatNullSpace   nullsp;

  ierr = PetscInitialize(&argc,&args,(char*)0,help);if (ierr) return ierr;
  ierr = PetscOptionsGetInt(NULL,NULL,"-m",&m,NULL);CHKERRQ(ierr);
  N    = (m+1)*(m+1); /* dimension of matrix */
  M    = m*m; /* number of elements */
  h    = 1.0/m;    /* mesh width */
  ierr = MPI_Comm_rank(PETSC_COMM_WORLD,&rank);CHKERRQ(ierr);
  ierr = MPI_Comm_size(PETSC_COMM_WORLD,&size);CHKERRQ(ierr);

  /* Create stiffness matrix */
  ierr  = MatCreate(PETSC_COMM_WORLD,&C);CHKERRQ(ierr);
  ierr  = MatSetSizes(C,PETSC_DECIDE,PETSC_DECIDE,N,N);CHKERRQ(ierr);
  ierr  = MatSetFromOptions(C);CHKERRQ(ierr);
  ierr  = MatSetUp(C);CHKERRQ(ierr);
  start = rank*(M/size) + ((M%size) < rank ? (M%size) : rank);
  end   = start + M/size + ((M%size) > rank);

  /* Assemble matrix */
  ierr = FormElementStiffness(h*h,Ke);CHKERRQ(ierr);   /* element stiffness for Laplacian */
  for (i=start; i<end; i++) {
    /* location of lower left corner of element */
    /* node numbers for the four corners of element */
    idx[0] = (m+1)*(i/m) + (i % m);
    idx[1] = idx[0]+1; idx[2] = idx[1] + m + 1; idx[3] = idx[2] - 1;
    ierr   = MatSetValues(C,4,idx,4,idx,Ke,ADD_VALUES);CHKERRQ(ierr);
  }
  ierr = MatAssemblyBegin(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);
  ierr = MatAssemblyEnd(C,MAT_FINAL_ASSEMBLY);CHKERRQ(ierr);

  /* Create right-hand-side and solution vectors */
  ierr = VecCreate(PETSC_COMM_WORLD,&u);CHKERRQ(ierr);
  ierr = VecSetSizes(u,PETSC_DECIDE,N);CHKERRQ(ierr);
  ierr = VecSetFromOptions(u);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)u,"Approx. Solution");CHKERRQ(ierr);
  ierr = VecDuplicate(u,&b);CHKERRQ(ierr);
  ierr = PetscObjectSetName((PetscObject)b,"Right hand side");CHKERRQ(ierr);

  ierr = VecSet(b,1.0);CHKERRQ(ierr);
  ierr = VecSetValue(b,0,1.2,ADD_VALUES);CHKERRQ(ierr);
  ierr = VecSet(u,0.0);CHKERRQ(ierr);

  /* Solve linear system */
  ierr = KSPCreate(PETSC_COMM_WORLD,&ksp);CHKERRQ(ierr);
  ierr = KSPSetOperators(ksp,C,C);CHKERRQ(ierr);
  ierr = KSPSetFromOptions(ksp);CHKERRQ(ierr);
  ierr = KSPSetInitialGuessNonzero(ksp,PETSC_TRUE);CHKERRQ(ierr);

  ierr = MatNullSpaceCreate(PETSC_COMM_WORLD,PETSC_TRUE,0,NULL,&nullsp);CHKERRQ(ierr);
  /*
     The KSP solver will remove this nullspace from the solution at each iteration
  */
  ierr = MatSetNullSpace(C,nullsp);CHKERRQ(ierr);
  /*
     The KSP solver will remove from the right hand side any portion in this nullspace, thus making the linear system consistent.
  */
  ierr = MatSetTransposeNullSpace(C,nullsp);CHKERRQ(ierr);
  ierr = MatNullSpaceDestroy(&nullsp);CHKERRQ(ierr);

  ierr = KSPSolve(ksp,b,u);CHKERRQ(ierr);


  /* Free work space */
  ierr = KSPDestroy(&ksp);CHKERRQ(ierr);
  ierr = VecDestroy(&u);CHKERRQ(ierr);
  ierr = VecDestroy(&b);CHKERRQ(ierr);
  ierr = MatDestroy(&C);CHKERRQ(ierr);
  ierr = PetscFinalize();
  return ierr;
}