コード例 #1
0
ファイル: wall.py プロジェクト: xj361685640/PetraM_Base
    def apply_essential(self, engine, gf, real=False, kfes=0):
        if kfes > 0:
            return
        c0 = self.vt.make_value_or_expression(self)[0]

        if real:
            dprint1("Apply Ess.(real)" + str(self._sel_index), 'c0', c0)
        else:
            dprint1("Apply Ess.(imag)" + str(self._sel_index), 'c0', c0)

        name = self.get_root_phys().dep_vars[0]
        fes = engine.get_fes(self.get_root_phys(), name=name)

        fec_name = fes.FEColl().Name()

        mesh = engine.get_emesh(mm=self)
        ibdr = mesh.bdr_attributes.ToList()

        bdr_attr = [0] * mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx - 1] = 1

        ess_vdofs = mfem.intArray()
        fes.GetEssentialVDofs(mfem.intArray(bdr_attr), ess_vdofs, 0)
        vdofs = np.where(np.array(ess_vdofs.ToList()) == -1)[0]
        dofs = mfem.intArray([fes.VDofToDof(i) for i in vdofs])
        fes.BuildDofToArrays()

        coeff1 = SCoeff(c0,
                        self.get_root_phys().ind_vars,
                        self._local_ns,
                        self._global_ns,
                        real=real)
        gf.ProjectCoefficient(coeff1, dofs, 0)
コード例 #2
0
ファイル: em2d_e.py プロジェクト: mortezah/PetraM_RF
    def apply_essential(self, engine, gf, real=False, kfes=0):
        if kfes > 1: return
        if real:
            dprint1("Apply Ess.(real)" + str(self._sel_index))
        else:
            dprint1("Apply Ess.(imag)" + str(self._sel_index))

        Exyz = self.vt.make_value_or_expression(self)
        mesh = engine.get_mesh(mm=self)
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0] * mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx - 1] = 1

        if kfes == 0:
            coeff1 = Exy(2,
                         Exyz,
                         self.get_root_phys().ind_vars,
                         self._local_ns,
                         self._global_ns,
                         real=real)
            gf.ProjectBdrCoefficientTangent(coeff1, mfem.intArray(bdr_attr))
        elif kfes == 1:
            coeff1 = Ez(Exyz,
                        self.get_root_phys().ind_vars,
                        self._local_ns,
                        self._global_ns,
                        real=real)
            gf.ProjectBdrCoefficient(coeff1, mfem.intArray(bdr_attr))
コード例 #3
0
    def make_inv_mat(self, idx, inv):
        ro = np.hstack([0, np.cumsum(np.array(self.lsize)[idx])])
        row = mfem.intArray(list(ro))
        col = mfem.intArray(list(ro))
        mat = mfem.BlockOperator(row, col)

        for ii, i in enumerate(idx):
            mat.SetBlock(ii, ii, inv[i])
        return mat
コード例 #4
0
    def get_global_blkmat_interleave(self):
        '''
        This routine ordered unkonws in the following order
           Re FFE1, Im FES1, ReFES2, Im FES2, ...
        If self.complex is False, it assembles a nomal block
        matrix FES1, FES2...
        '''
        roffsets, coffsets = self.get_local_partitioning(convert_real=True,
                                                         interleave=True)
        dprint1("offsets", roffsets, coffsets)
        ro = mfem.intArray(list(roffsets))
        co = mfem.intArray(list(coffsets))
        glcsr = mfem.BlockOperator(ro, co)

        ii = 0

        for i in range(self.shape[0]):
            jj = 0
            for j in range(self.shape[1]):
                if self[i, j] is not None:
                    if use_parallel:
                        if isinstance(self[i, j], chypre.CHypreMat):
                            gcsr = self[i, j]
                            cp = self[i, j].GetColPartArray()
                            rp = self[i, j].GetRowPartArray()
                            s = self[i, j].shape
                            #if (cp == rp).all() and s[0] == s[1]:
                            if gcsr[0] is not None:
                                csr = ToScipyCoo(gcsr[0]).tocsr()
                                gcsr[0] = ToHypreParCSR(csr, col_starts=cp)
                            if gcsr[1] is not None:
                                csr = ToScipyCoo(gcsr[1]).tocsr()
                                gcsr[1] = ToHypreParCSR(csr, col_starts=cp)
                                gcsrm = ToHypreParCSR(-csr, col_starts=cp)
                            dprint2(i, j, s, rp, cp)
                        else:
                            assert False, "unsupported block element " + str(
                                type(self[i, j]))
                    else:
                        if isinstance(self[i, j], ScipyCoo):
                            gcsr = self[i, j].get_mfem_sparsemat()
                            if gcsr[1] is not None:
                                gcsrm = mfem.SparseMatrix(gcsr[1])
                                gcsrm *= -1.
                        else:
                            assert False, "unsupported block element " + type(
                                self[i, j])
                    glcsr.SetBlock(ii, jj, gcsr[0])
                    if self.complex:
                        glcsr.SetBlock(ii + 1, jj + 1, gcsr[0])
                    if gcsr[1] is not None:
                        glcsr.SetBlock(ii + 1, jj, gcsr[1])
                        glcsr.SetBlock(ii, jj + 1, gcsrm)
                jj = jj + 2 if self.complex else jj + 1
            ii = ii + 2 if self.complex else ii + 1

        return glcsr
コード例 #5
0
 def make_sub_matrix(self, src_mat, roffset, coffset, row_idx, col_idx):
     ro = mfem.intArray(list(roffset))
     co = mfem.intArray(list(coffset))
     mat = mfem.BlockOperator(ro, co)
     for ii, i in enumerate(row_idx):
         for jj, j in enumerate(col_idx):
             m = get_block(src_mat, i, j)
             if m is None: continue
             mat.SetBlock(ii, jj, m)
     return mat
コード例 #6
0
    def add_mesh_refined_level(self, name, engine, inc=1, refine_dom=None):
        emesh_idx, old_refine, element, order, fecdim, vdim = self._dataset[
            name][-1]

        new_refine = old_refine + 1
        if not (emesh_idx, new_refine) in self._refined_mesh_storage:
            m = self._refined_mesh_storage[(emesh_idx, old_refine)]
            m2 = self._owner.new_mesh_from_mesh(m)
            for i in range(inc):
                if refine_dom is None:
                    m2.UniformRefinement()
                else:
                    attr = m2.GetAttributeArray()
                    idx = list(np.where(np.in1d(attr, refine_dom))[0])
                    idx0 = mfem.intArray(idx)
                    m2.GeneralRefinement(idx0)  # this is parallel refinement
            m2.GetEdgeVertexTable()
            self._refined_mesh_storage[(emesh_idx, old_refine + inc)] = m2
        else:
            m2 = self._refined_mesh_storage[(emesh_idx, new_refine)]

        fec = self.get_or_allocate_fec(element, order, fecdim)

        key1 = (emesh_idx, old_refine, element, order, fecdim, vdim)
        key2 = (emesh_idx, new_refine, element, order, fecdim, vdim)

        fes1 = self.get_or_allocate_fes(*key1)
        fes2 = self.get_or_allocate_fes(*key2)
        P = self.get_or_allocate_transfer(name, key1, key2, engine)

        h = self._hierarchies[name]
        h.AddLevel(m2, fes2, P, False, False, False)

        self._dataset[name].append(key2)
        return len(self._dataset[name])
コード例 #7
0
def mfem_smoother(name, **kwargs):
    prc = kwargs.pop('prc')
    blockname = kwargs.pop('blockname')
    row = prc.get_row_by_name(blockname)
    col = prc.get_col_by_name(blockname)
    mat = prc.get_operator_block(row, col)

    if isinstance(mat, mfem.ComplexOperator):
        conv = mat.GetConvention()

        blockOffsets = mfem.intArray()
        blockOffsets.SetSize(3)
        blockOffsets[0] = 0
        blockOffsets[1] = mat.Height() // 2
        blockOffsets[2] = mat.Height() // 2
        blockOffsets.PartialSum()

        smoother = mfem.BlockDiagonalPreconditioner(blockOffsets)

        m_r = mat._real_operator
        #m_i = mat._imag_operator
        pc_r = _create_smoother(name, m_r)
        pc_i = mfem.ScaledOperator(
            pc_r, 1 if conv == mfem.ComplexOperator.HERMITIAN else -1)

        smoother.SetDiagonalBlock(0, pc_r)
        smoother.SetDiagonalBlock(1, pc_i)
        smoother._smoothers = (pc_r, pc_i)

    else:
        smoother = _create_smoother(name, mat)
    return smoother
コード例 #8
0
ファイル: test_ncmesh.py プロジェクト: tomstitt/PyMFEM
def test_course_to_file_map():
    mesh_file = "../data/inline-quad.mesh"
    device = mfem.Device('cpu')

    mesh = mfem.Mesh(mesh_file, 1, 1)

    refinements = mfem.RefinementArray()
    refinements.Append(mfem.Refinement(0, 0b11))
    refinements.Append(mfem.Refinement(1, 0b10))
    refinements.Append(mfem.Refinement(2, 0b01))

    mesh.GeneralRefinement(refinements)

    cft = mesh.GetRefinementTransforms()

    coarse_to_fine = mfem.Table()
    coarse_to_ref_type = mfem.intArray()
    ref_type_to_matrix = mfem.Table()
    ref_type_to_geom = mfem.GeometryTypeArray()

    cft.GetCoarseToFineMap(mesh,
                           coarse_to_fine,
                           coarse_to_ref_type,
                           ref_type_to_matrix,
                           ref_type_to_geom)
    print("coarse_to_fine element number mapping:")
    coarse_to_fine.Print()

    print("ref_type_to_geom mapping:")

    for i in range(ref_type_to_geom.Size()):
        g = ref_type_to_geom[i]
        print("ref_type: " + str(i) + "=> geom: " + str(g))
コード例 #9
0
    def gather_blkvec_merged(self, size_hint=None, symmetric=False):
        '''
        Construct MFEM::BlockVector

        This routine ordered unkonws in the following order
           (Re_FES1_node1, Im_FES1_node1, Re_FES1_node2, Im_FES1_node2, ...)

        '''
        assert self.complex, "this format is complex only"

        roffsets = self.get_local_partitioning_v(size_hint=size_hint)
        roffsets = np.sum(np.diff(roffsets).reshape(-1, 2), 1)
        roffsets = np.hstack([0, np.cumsum(roffsets)])

        dprint1("roffsets(vector)", roffsets)
        offset = mfem.intArray(list(roffsets))

        vec = mfem.BlockVector(offset)
        vec._offsets = offset  # in order to keep it from freed

        data = []
        ii = 0
        jj = 0

        # Here I don't like that I am copying the data between two vectors..
        # But, avoiding this takes the large rearangement of program flow...
        for i in range(self.shape[0]):
            if self[i, 0] is not None:
                if isinstance(self[i, 0], chypre.CHypreVec):
                    rr = self[i, 0][0].GetDataArray()
                    if self[i, 0][1] is not None:
                        if symmetric:
                            ii = -self[i, 0][1].GetDataArray()
                        else:
                            ii = self[i, 0][1].GetDataArray()
                    else:
                        ii = rr * 0
                    vv = np.hstack([rr, ii])
                    vec.GetBlock(i).Assign(vv)
                elif isinstance(self[i, 0], ScipyCoo):
                    arr = np.atleast_1d(self[i, 0].toarray().squeeze())
                    if symmetric:
                        arr = np.hstack([np.real(arr), -np.imag(arr)])
                    else:
                        arr = np.hstack([np.real(arr), np.imag(arr)])
                    vec.GetBlock(i).Assign(arr)
                else:
                    assert False, "not implemented, " + str(type(self[i, 0]))
            else:
                vec.GetBlock(i).Assign(0.0)
        return vec
コード例 #10
0
    def apply_essential_1(self, method, real, c0, vdim, vvdim, bdr_attr):
        if vdim == 1:
            coeff1 = SCoeff(c0[0],
                            self.get_root_phys().ind_vars,
                            self._local_ns,
                            self._global_ns,
                            real=real)
        else:
            coeff1 = VCoeff(vdim,
                            c0,
                            self.get_root_phys().ind_vars,
                            self._local_ns,
                            self._global_ns,
                            real=real)

        assert not (vvdim != -1
                    and vdim > 1), "Wrong setting...(vvdim != -1 and vdim > 1)"
        #print vvdim, vdim, method, coeff1
        if vvdim == -1:
            method(coeff1, mfem.intArray(bdr_attr))
        else:
            for cp in vvdim:
                method(coeff1, mfem.intArray(bdr_attr), cp)
コード例 #11
0
    def apply_essential(self, engine, gf, kfes, real=False, **kwargs):

        mesh = engine.get_mesh(mm=self)
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0] * mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx - 1] = 1

        if kfes == 0:
            coeff1 = mfem.VectorArrayCoefficient(3)
            coeff1.Set(0, mfem.ConstantCoefficient(0.0))
            coeff1.Set(1, mfem.ConstantCoefficient(0.0))
            coeff1.Set(2, mfem.ConstantCoefficient(0.0))
            gf.ProjectBdrCoefficientTangent(coeff1, mfem.intArray(bdr_attr))
コード例 #12
0
ファイル: pmesh.py プロジェクト: tomstitt/PyMFEM
    def FindPoints(self, pp, warn=True, inv_trans=None):
        r"""count, element_id, integration_points = FindPoints(points, warn=True, int_trans=None)"""
        import numpy as np
        import mfem.par as mfem

        pp = np.array(pp, copy=False, dtype=float).transpose()
        M = mfem.DenseMatrix(pp.shape[0], pp.shape[1])
        M.Assign(pp)
        elem_ids = mfem.intArray()
        int_points = mfem.IntegrationPointArray()
        count = _mesh.Mesh_FindPoints(self, M, elem_ids, int_points, warn,
                                      inv_trans)
        elem_ids = elem_ids.ToList()
        return count, elem_ids, int_points
コード例 #13
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    def gather_blkvec_interleave(self, size_hint=None):
        '''
        Construct MFEM::BlockVector

        This routine ordered unkonws in the following order
           Re FFE1, Im FES1, ReFES2, Im FES2, ...
        If self.complex is False, it assembles a nomal block
           vector
        This routine is used together with get_global_blkmat_interleave(self):
        '''

        roffsets = self.get_local_partitioning_v(convert_real=True,
                                                 interleave=True,
                                                 size_hint=size_hint)
        dprint1("roffsets(vector)", roffsets)
        offset = mfem.intArray(list(roffsets))

        vec = mfem.BlockVector(offset)
        vec._offsets = offset  # in order to keep it from freed

        data = []
        ii = 0
        jj = 0

        # Here I don't like that I am copying the data between two vectors..
        # But, avoiding this takes the large rearangement of program flow...
        for i in range(self.shape[0]):
            if self[i, 0] is not None:
                if isinstance(self[i, 0], chypre.CHypreVec):
                    vec.GetBlock(ii).Assign(self[i, 0][0].GetDataArray())
                    if self.complex:
                        if self[i, 0][1] is not None:
                            vec.GetBlock(ii + 1).Assign(
                                self[i, 0][1].GetDataArray())
                        else:
                            vec.GetBlock(ii + 1).Assign(0.0)
                elif isinstance(self[i, 0], ScipyCoo):
                    arr = np.atleast_1d(self[i, 0].toarray().squeeze())
                    vec.GetBlock(ii).Assign(np.real(arr))
                    if self.complex:
                        vec.GetBlock(ii + 1).Assign(np.imag(arr))
                else:
                    assert False, "not implemented, " + str(type(self[i, 0]))
            else:
                vec.GetBlock(ii).Assign(0.0)
                if self.complex:
                    vec.GetBlock(ii + 1).Assign(0.0)
            ii = ii + 2 if self.complex else ii + 1

        return vec
コード例 #14
0
    def apply_essential(self, engine, gf, real = False, kfes = 0):
        if kfes > 1: return
        if real:       
            dprint1("Apply Ess.(real)" + str(self._sel_index))
        else:
            dprint1("Apply Ess.(imag)" + str(self._sel_index))
            
        Erphiz = self.vt.make_value_or_expression(self)              
        mesh = engine.get_mesh(mm = self)        
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0]*mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx-1] = 1

        if kfes == 0:
            coeff1 = mfem.VectorArrayCoefficient(2)
            coeff1.Set(0, mfem.ConstantCoefficient(0.0))
            coeff1.Set(1, mfem.ConstantCoefficient(0.0))            
            gf.ProjectBdrCoefficientTangent(coeff1,
                                            mfem.intArray(bdr_attr))
        elif kfes == 1:
            coeff1 = mfem.ConstantCoefficient(0.0)
            gf.ProjectBdrCoefficient(coeff1,
                                     mfem.intArray(bdr_attr))
コード例 #15
0
def do_findpoints(mesh, *args):
    sdim = mesh.SpaceDimension()
    
    shape = args[0].shape
    size= len(args[0].flatten())
    ptx = np.vstack([t.flatten() for t in args]).transpose().flatten()
    
    ptx2 = mfem.Vector(ptx)
    point_mat = mfem.DenseMatrix(ptx2.GetData(), size, sdim)
    elem_id = mfem.intArray()
    ips = mfem.IntegrationPointArray()
        
    num_found = mesh.FindPoints(point_mat, elem_id, ips, True)
    elem_id = np.array(elem_id.ToList())
    return v, elem_id, ips
コード例 #16
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    def apply_essential(self, engine, gf, real=False, kfes=0):
        if kfes > 0: return
        if real:
            dprint1("Apply Ess.(real)" + str(self._sel_index))
        else:
            dprint1("Apply Ess.(imag)" + str(self._sel_index))

        mesh = engine.get_mesh(mm=self)
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0] * mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx - 1] = 1

        coeff1 = mfem.ConstantCoefficient(0.0)
        gf.ProjectBdrCoefficient(coeff1, mfem.intArray(bdr_attr))
コード例 #17
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    def make_sub_vec(self, src_vec, idx, inv=False, nocopy=False):
        if inv:
            idx = [k for k in range(self.nb) if not k in idx]
        size = [src_vec.BlockSize(i) for i in idx]
        offset = np.hstack([0, np.cumsum(size, dtype=int)])
        offset = mfem.intArray(list(offset))

        sub_vec = mfem.BlockVector(offset)
        sub_vec._offsets = offset  # in order to keep it from freed

        for k, i in enumerate(idx):
            if nocopy:
                sub_vec.GetBlock(k).Assign(0.0)
            else:
                sub_vec.GetBlock(k).Assign(src_vec.GetBlock(i).GetDataArray())

        return sub_vec
コード例 #18
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 def updStiffMatMS(self, elmLst, elmCompStiffMat):
     self.K = mfem.ParBilinearForm(self.fespace)
     lambVec = mfem.Vector(self.fespace.GetMesh().attributes.Max())
     lambVec.Assign(self.lmbda)
     lambVec[0] = lambVec[1]
     lambda_func = mfem.PWConstCoefficient(lambVec)
     muVec = mfem.Vector(self.fespace.GetMesh().attributes.Max())
     muVec.Assign(self.mu)
     muVec[0] = muVec[1]
     mu_func = mfem.PWConstCoefficient(muVec)
     self.K.AddDomainIntegrator(
         mfem.ElasticityIntegrator(lambda_func, mu_func))
     self.K.Assemble(0, elmLst, elmCompStiffMat, False, True)
     self.Kmat = mfem.HypreParMatrix()
     empty_tdof_list = intArray()
     self.K.FormLinearSystem(empty_tdof_list, self.x_gfBdr, self.bx,
                             self.Kmat, self.vx.GetBlock(1), self.Bx, 1)
コード例 #19
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    def __init__(self, fespace, alpha, kappa, u):
        mfem.PyTimeDependentOperator.__init__(self, fespace.GetTrueVSize(),
                                              0.0)
        rel_tol = 1e-8
        self.alpha = alpha
        self.kappa = kappa
        self.T = None
        self.K = None
        self.M = None
        self.fespace = fespace

        self.ess_tdof_list = intArray()
        self.Mmat = mfem.HypreParMatrix()
        self.Kmat = mfem.HypreParMatrix()
        self.M_solver = mfem.CGSolver(fespace.GetComm())
        self.M_prec = mfem.HypreSmoother()
        self.T_solver = mfem.CGSolver(fespace.GetComm())
        self.T_prec = mfem.HypreSmoother()
        self.z = mfem.Vector(self.Height())

        self.M = mfem.ParBilinearForm(fespace)
        self.M.AddDomainIntegrator(mfem.MassIntegrator())
        self.M.Assemble()
        self.M.FormSystemMatrix(self.ess_tdof_list, self.Mmat)

        self.M_solver.iterative_mode = False
        self.M_solver.SetRelTol(rel_tol)
        self.M_solver.SetAbsTol(0.0)
        self.M_solver.SetMaxIter(100)
        self.M_solver.SetPrintLevel(0)
        self.M_prec.SetType(mfem.HypreSmoother.Jacobi)
        self.M_solver.SetPreconditioner(self.M_prec)
        self.M_solver.SetOperator(self.Mmat)

        self.T_solver.iterative_mode = False
        self.T_solver.SetRelTol(rel_tol)
        self.T_solver.SetAbsTol(0.0)
        self.T_solver.SetMaxIter(100)
        self.T_solver.SetPrintLevel(0)
        self.T_solver.SetPreconditioner(self.T_prec)

        self.SetParameters(u)
コード例 #20
0
    def apply_essential(self, engine, gf, real = False, kfes = 0):
        if kfes == 0: return
        if real:       
            dprint1("Apply Ess.(real)" + str(self._sel_index))
            coeff = mfem.ConstantCoefficient(float(self.psi0))
        else:
            return
            #dprint1("Apply Ess.(imag)" + str(self._sel_index))
            #coeff = mfem.ConstantCoefficient(complex(self.psi0).imag)

        coeff = self.restrict_coeff(coeff, engine)
        mesh = engine.get_mesh(mm = self)        
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0]*mesh.bdr_attributes.Max()

        ess_bdr = self.get_essential_idx(1)      
        dprint1("Essential boundaries", ess_bdr)
 
        for idx in ess_bdr:
            bdr_attr[idx-1] = 1
        gf.ProjectBdrCoefficient(coeff, mfem.intArray(bdr_attr))
コード例 #21
0
ファイル: em3d_e.py プロジェクト: mortezah/PetraM_RF
    def apply_essential(self, engine, gf, real=False, kfes=0):
        if kfes != 0: return
        if real:
            dprint1("Apply Ess.(real)" + str(self._sel_index))
        else:
            dprint1("Apply Ess.(imag)" + str(self._sel_index))

        f_name = self._make_f_name()
        coeff1 = Et(3,
                    f_name,
                    self.get_root_phys().ind_vars,
                    self._local_ns,
                    self._global_ns,
                    real=real)
        coeff1 = self.restrict_coeff(coeff1, engine, vec=True)

        mesh = engine.get_mesh(mm=self)
        ibdr = mesh.bdr_attributes.ToList()
        bdr_attr = [0] * mesh.bdr_attributes.Max()
        for idx in self._sel_index:
            bdr_attr[idx - 1] = 1
        gf.ProjectBdrCoefficientTangent(coeff1, mfem.intArray(bdr_attr))
コード例 #22
0
# 7. Set up the linear form F(.) which corresponds to the right-hand side of
#    the FEM linear system, which in this case is (f,phi_i) where f=1.0 and
#    phi_i are the basis functions in the test finite element fespace.
one = mfem.ConstantCoefficient(1.0)
F = mfem.ParLinearForm(test_space)
F.AddDomainIntegrator(mfem.DomainLFIntegrator(one))
F.Assemble()

x0 = mfem.ParGridFunction(x0_space)
x0.Assign(0.0)

# 8. Set up the mixed bilinear form for the primal trial unknowns, B0,
#    the mixed bilinear form for the interfacial unknowns, Bhat,
#    the inverse stiffness matrix on the discontinuous test space, Sinv,
#    and the stiffness matrix on the continuous trial space, S0.
ess_bdr = mfem.intArray(pmesh.bdr_attributes.Max())
ess_bdr.Assign(1)
ess_dof = mfem.intArray()
x0_space.GetEssentialVDofs(ess_bdr, ess_dof)

B0 = mfem.ParMixedBilinearForm(x0_space, test_space)
B0.AddDomainIntegrator(mfem.DiffusionIntegrator(one))
B0.Assemble()
B0.EliminateEssentialBCFromTrialDofs(ess_dof, x0, F)
B0.Finalize()

Bhat = mfem.ParMixedBilinearForm(xhat_space, test_space)
Bhat.AddTraceFaceIntegrator(mfem.TraceJumpIntegrator())
Bhat.Assemble()
Bhat.Finalize()
コード例 #23
0
ファイル: ex7p.py プロジェクト: mortezah/PyMFEM
#     corresponding to the Laplacian operator -Delta, by adding the Diffusion
#     and Mass domain integrators.
a = mfem.ParBilinearForm(fespace)
a.AddDomainIntegrator(mfem.DiffusionIntegrator(one))
a.AddDomainIntegrator(mfem.MassIntegrator(one))

#  8. Assemble the linear system, apply conforming constraints, etc.
a.Assemble()
a.Finalize()
mat = a.ParallelAssemble()
mat.Print("parmatrix")

A = mfem.HypreParMatrix()
B = mfem.Vector()
X = mfem.Vector()
empty_tdof_list = mfem.intArray()

a.FormLinearSystem(empty_tdof_list, x, b, A, X, B)

amg = mfem.HypreBoomerAMG(A)
pcg = mfem.HyprePCG(A)
pcg.SetTol(1e-12)
pcg.SetMaxIter(200)
pcg.SetPrintLevel(2)
pcg.SetPreconditioner(amg)
pcg.Mult(B, X)

# 10. Recover the solution as a finite element grid function.
a.RecoverFEMSolution(X, b, x)

# 12. Compute and print the L^2 norm of the error.
コード例 #24
0
ファイル: ex5p.py プロジェクト: InSAR-invert/PyMFEM
l2_coll = mfem.L2_FECollection(order, dim)

R_space = mfem.ParFiniteElementSpace(pmesh, hdiv_coll)
W_space = mfem.ParFiniteElementSpace(pmesh, l2_coll)

dimR = R_space.GlobalTrueVSize()
dimW = W_space.GlobalTrueVSize()

if verbose:
    print("***********************************************************")
    print("dim(R) = " + str(dimR))
    print("dim(W) = " + str(dimW))
    print("dim(R+W) = " + str(dimR + dimW))
    print("***********************************************************")

block_offsets = intArray([0, R_space.GetVSize(), W_space.GetVSize()])
block_offsets.PartialSum()
block_trueOffsets = intArray([0, R_space.TrueVSize(), W_space.TrueVSize()])
block_trueOffsets.PartialSum()

k = mfem.ConstantCoefficient(1.0)

fcoeff = fFunc(dim)
fnatcoeff = f_natural()
gcoeff = gFunc()
ucoeff = uFunc_ex(dim)
pcoeff = pFunc_ex()

x = mfem.BlockVector(block_offsets)

rhs = mfem.BlockVector(block_offsets)
コード例 #25
0
    def get_global_blkmat_merged(self, symmetric=False):
        '''
        This routine ordered unkonws in the following order
           Re FFE1, Im FES1, ReFES2, Im FES2, ...
        matrix FES1, FES2...
        '''
        assert self.complex, "this format is complex only"

        roffsets, coffsets = self.get_local_partitioning()
        roffsets = np.sum(np.diff(roffsets).reshape(-1, 2), 1)
        coffsets = np.sum(np.diff(coffsets).reshape(-1, 2), 1)
        roffsets = np.hstack([0, np.cumsum(roffsets)])
        coffsets = np.hstack([0, np.cumsum(coffsets)])
        dprint1("Generating MFEM BlockMatrix: shape = " +
                str((len(roffsets) - 1, len(coffsets) - 1)))
        dprint1("Generating MFEM BlockMatrix: roffset/coffset = ", roffsets,
                coffsets)

        ro = mfem.intArray(list(roffsets))
        co = mfem.intArray(list(coffsets))
        glcsr = mfem.BlockOperator(ro, co)

        ii = 0

        for j in range(self.shape[1]):
            jfirst = True
            for i in range(self.shape[0]):
                if self[i, j] is not None:
                    if use_parallel:
                        if isinstance(self[i, j], chypre.CHypreMat):
                            gcsr = self[i, j]
                            cp = self[i, j].GetColPartArray()
                            rp = self[i, j].GetRowPartArray()
                            rsize_local = rp[1] - rp[0]

                            if jfirst:
                                csize_local = cp[1] - cp[0]
                                csize = allgather(csize_local)
                                cstarts = np.hstack([0, np.cumsum(csize)])
                                jfirst = False
                            s = self[i, j].shape
                            # if (cp == rp).all() and s[0] == s[1]:
                            '''
                            if gcsr[0] is not None:
                                csc = ToScipyCoo(gcsr[0]).tocsc()
                                csc1 = [csc[:,cstarts[k]:cstarts[k+1]] for k in range(len(cstarts)-1)]
                                if symmetric:
                                   csc1m = [-csc[:,cstarts[k]:cstarts[k+1]] for k in range(len(cstarts)-1)]
                            else:
                                csc1 = [None]*len(csize)
                                csc1m = [None]*len(csize)

                            if gcsr[1] is not None:
                                csc   = ToScipyCoo(gcsr[1]).tocsc()
                                if not symmetric:
                                    csc2  = [ csc[:,cstarts[k]:cstarts[k+1]] for k in range(len(cstarts)-1)]
                                csc2m = [-csc[:,cstarts[k]:cstarts[k+1]] for k in range(len(cstarts)-1)]
                            else:
                                csc2  = [None]*len(csize)
                                csc2m = [None]*len(csize)

                            if symmetric:
                                csr = scipy.sparse.bmat([sum(zip(csc1, csc2m), ()),
                                                         sum(zip(csc2m, csc1m),  ())]).tocsr()
                            else:
                                csr = scipy.sparse.bmat([sum(zip(csc1, csc2m), ()),
                                                         sum(zip(csc2, csc1),  ())]).tocsr()

                            cp2 = [(cp*2)[0], (cp*2)[1], np.sum(csize)*2]
                            #gcsr[1] = ToHypreParCSR(csr, col_starts =cp)
                            gcsr  = ToHypreParCSR(csr, col_starts =cp2)
                            '''
                            if gcsr[0] is None:
                                csr = scipy.sparse.csr_matrix(
                                    (rsize_local, cstarts[-1]),
                                    dtype=np.float64)
                                cp3 = [cp[0], cp[1], cstarts[-1]]
                                gcsa = ToHypreParCSR(csr, col_starts=cp3)
                            else:
                                gcsa = gcsr[0]

                            if gcsr[1] is None:
                                csr = scipy.sparse.csr_matrix(
                                    (rsize_local, cstarts[-1]),
                                    dtype=np.float64)
                                cp3 = [cp[0], cp[1], cstarts[-1]]
                                gcsb = ToHypreParCSR(csr, col_starts=cp3)
                            else:
                                gcsb = gcsr[1]

                        else:
                            assert False, "unsupported block element " + \
                                str(type(self[i, j]))
                    else:
                        if isinstance(self[i, j], ScipyCoo):
                            '''
                            if symmetric:
                                tmp  = scipy.sparse.bmat([[ self[i, j].real, -self[i, j].imag],
                                                          [-self[i, j].imag, -self[i, j].real]])
                            else:
                                tmp  = scipy.sparse.bmat([[self[i, j].real, -self[i, j].imag],
                                                          [self[i, j].imag,  self[i, j].real]])
                            '''
                            csra = self[i, j].real.tocsr()
                            csrb = self[i, j].imag.tocsr()
                            csra.eliminate_zeros()
                            csrb.eliminate_zeros()
                            gcsa = mfem.SparseMatrix(csra)
                            gcsb = mfem.SparseMatrix(csrb)
                        else:
                            assert False, "unsupported block element " + \
                                type(self[i, j])

                    Hermitian = False if symmetric else True
                    gcsr = mfem.ComplexOperator(gcsa, gcsb, False, False,
                                                Hermitian)
                    gcsr._real_operator = gcsa
                    gcsr._imag_operator = gcsb

                    glcsr.SetBlock(i, j, gcsr)

        return glcsr
コード例 #26
0
ファイル: ex12p.py プロジェクト: matthiastaus/PyMFEM
#    needed on the right hand side of the generalized eigenvalue problem
#    below. The boundary conditions are implemented by marking only boundary
#    attribute 1 as essential. We use special values on the diagonal to
#    shift the Dirichlet eigenvalues out of the computational range. After
#    serial/parallel assembly we extract the corresponding parallel matrices
#    A and M.
lamb = mfem.Vector(pmesh.attributes.Max())
lamb.Assign(1.0)
lamb[0] = lamb[1] * 50
lambda_func = mfem.PWConstCoefficient(lamb)
mu = mfem.Vector(pmesh.attributes.Max())
mu.Assign(1.0)
mu[0] = mu[1] * 50
mu_func = mfem.PWConstCoefficient(mu)

ess_bdr = mfem.intArray(pmesh.bdr_attributes.Max())
ess_bdr.Assign(0)
ess_bdr[0] = 1

a = mfem.ParBilinearForm(fespace)
a.AddDomainIntegrator(mfem.ElasticityIntegrator(lambda_func, mu_func))
if (myid == 0):
    print("matrix ... ")
a.Assemble()
a.EliminateEssentialBCDiag(ess_bdr, 1.0)
a.Finalize()

m = mfem.ParBilinearForm(fespace)
m.AddDomainIntegrator(mfem.VectorMassIntegrator())
m.Assemble()
コード例 #27
0
ファイル: ex10p.py プロジェクト: tnakaicode/PlotGallery
    def __init__(self, fespace, ess_bdr, visc, mu, K):
        mfem.PyTimeDependentOperator.__init__(self, 2 * fespace.TrueVSize(),
                                              0.0)

        rel_tol = 1e-8
        skip_zero_entries = 0
        ref_density = 1.0

        self.ess_tdof_list = intArray()
        self.z = mfem.Vector(self.Height() // 2)
        self.fespace = fespace
        self.viscosity = visc
        self.newton_solver = mfem.NewtonSolver(fespace.GetComm())

        M = mfem.ParBilinearForm(fespace)
        S = mfem.ParBilinearForm(fespace)
        H = mfem.ParNonlinearForm(fespace)
        self.M = M
        self.H = H
        self.S = S

        rho = mfem.ConstantCoefficient(ref_density)
        M.AddDomainIntegrator(mfem.VectorMassIntegrator(rho))
        M.Assemble(skip_zero_entries)
        M.EliminateEssentialBC(ess_bdr)
        M.Finalize(skip_zero_entries)
        self.Mmat = M.ParallelAssemble()

        fespace.GetEssentialTrueDofs(ess_bdr, self.ess_tdof_list)
        self.Mmat.EliminateRowsCols(self.ess_tdof_list)

        M_solver = mfem.CGSolver(fespace.GetComm())
        M_prec = mfem.HypreSmoother()
        M_solver.iterative_mode = False
        M_solver.SetRelTol(rel_tol)
        M_solver.SetAbsTol(0.0)
        M_solver.SetMaxIter(30)
        M_solver.SetPrintLevel(0)
        M_prec.SetType(mfem.HypreSmoother.Jacobi)
        M_solver.SetPreconditioner(M_prec)
        M_solver.SetOperator(self.Mmat)

        self.M_solver = M_solver
        self.M_prec = M_prec

        model = mfem.NeoHookeanModel(mu, K)
        H.AddDomainIntegrator(mfem.HyperelasticNLFIntegrator(model))
        H.SetEssentialTrueDofs(self.ess_tdof_list)
        self.model = model

        visc_coeff = mfem.ConstantCoefficient(visc)
        S.AddDomainIntegrator(mfem.VectorDiffusionIntegrator(visc_coeff))
        S.Assemble(skip_zero_entries)
        S.EliminateEssentialBC(ess_bdr)
        S.Finalize(skip_zero_entries)

        self.reduced_oper = ReducedSystemOperator(M, S, H, self.ess_tdof_list)

        J_hypreSmoother = mfem.HypreSmoother()
        J_hypreSmoother.SetType(mfem.HypreSmoother.l1Jacobi)
        J_hypreSmoother.SetPositiveDiagonal(True)
        J_prec = J_hypreSmoother

        J_minres = mfem.MINRESSolver(fespace.GetComm())
        J_minres.SetRelTol(rel_tol)
        J_minres.SetAbsTol(0.0)
        J_minres.SetMaxIter(300)
        J_minres.SetPrintLevel(-1)
        J_minres.SetPreconditioner(J_prec)

        self.J_solver = J_minres
        self.J_prec = J_prec

        newton_solver = mfem.NewtonSolver(fespace.GetComm())
        newton_solver.iterative_mode = False
        newton_solver.SetSolver(self.J_solver)
        newton_solver.SetOperator(self.reduced_oper)
        newton_solver.SetPrintLevel(1)
        #print Newton iterations
        newton_solver.SetRelTol(rel_tol)
        newton_solver.SetAbsTol(0.0)
        newton_solver.SetMaxIter(10)
        self.newton_solver = newton_solver
コード例 #28
0
ファイル: ex10p.py プロジェクト: tnakaicode/PlotGallery
# 7. Define the parallel vector finite element spaces representing the mesh
#    deformation x_gf, the velocity v_gf, and the initial configuration,
#    x_ref. Define also the elastic energy density, w_gf, which is in a
#    discontinuous higher-order space. Since x and v are integrated in time
#    as a system, we group them together in block vector vx, on the unique
#    parallel degrees of freedom, with offsets given by array true_offset.

fec = mfem.H1_FECollection(order, dim)
fespace = mfem.ParFiniteElementSpace(pmesh, fec, dim)
glob_size = fespace.GlobalTrueVSize()
if (myid == 0):
    print('Number of velocity/deformation unknowns: ' + str(glob_size))

true_size = fespace.TrueVSize()
true_offset = mfem.intArray(3)
true_offset[0] = 0
true_offset[1] = true_size
true_offset[2] = 2 * true_size

vx = mfem.BlockVector(true_offset)

v_gf = mfem.ParGridFunction(fespace)
x_gf = mfem.ParGridFunction(fespace)

x_ref = mfem.ParGridFunction(fespace)
pmesh.GetNodes(x_ref)

w_fec = mfem.L2_FECollection(order + 1, dim)
w_fespace = mfem.ParFiniteElementSpace(pmesh, w_fec)
w_gf = mfem.ParGridFunction(w_fespace)
コード例 #29
0
ファイル: ex15p.py プロジェクト: matthiastaus/PyMFEM
# 4. Project a NURBS mesh to a piecewise-quadratic curved mesh. Make sure
#    that the mesh is non-conforming if it has quads or hexes and refine it
if (mesh.NURBSext):
    mesh.UniformRefinement()
    if ref_levels > 0: ref_levels = ref_levels - 1
    mesh.SetCurvature(2)

mesh.EnsureNCMesh()
for l in range(ref_levels):
    mesh.UniformRefinement()

# 5. Define a parallel mesh by partitioning the serial mesh.  Once the
#    parallel mesh is defined, the serial mesh can be deleted.
pmesh = mfem.ParMesh(MPI.COMM_WORLD, mesh)
del mesh
ess_bdr = mfem.intArray(pmesh.bdr_attributes.Max())
ess_bdr.Assign(1)

# 6. Define a finite element space on the mesh. The polynomial order is one
#   (linear) by default, but this can be changed on the command line.
fec = mfem.H1_FECollection(order, dim)
fespace = mfem.ParFiniteElementSpace(pmesh, fec)

# 7. As in Example 1p, we set up bilinear and linear forms corresponding to
#    the Laplace problem -\Delta u = 1. We don't assemble the discrete
#    problem yet, this will be done in the inner loop.
a = mfem.ParBilinearForm(fespace)
b = mfem.ParLinearForm(fespace)

one = mfem.ConstantCoefficient(1.0)
bdr = BdrCoefficient()
コード例 #30
0
ファイル: ex1p.py プロジェクト: tomstitt/PyMFEM
def run(order = 1, static_cond = False,
        meshfile = def_meshfile, visualization = False,
        use_strumpack = False):

   mesh = mfem.Mesh(meshfile, 1,1)
   dim = mesh.Dimension()

   ref_levels = int(np.floor(np.log(10000./mesh.GetNE())/np.log(2.)/dim))
   for x in range(ref_levels):
      mesh.UniformRefinement();
   mesh.ReorientTetMesh();
   pmesh = mfem.ParMesh(MPI.COMM_WORLD, mesh)
   del mesh

   par_ref_levels = 2
   for l in range(par_ref_levels):
       pmesh.UniformRefinement();

   if order > 0:
       fec = mfem.H1_FECollection(order, dim)
   elif mesh.GetNodes():
       fec = mesh.GetNodes().OwnFEC()
       print( "Using isoparametric FEs: " + str(fec.Name()));
   else:
       order = 1
       fec = mfem.H1_FECollection(order, dim)

   fespace =mfem.ParFiniteElementSpace(pmesh, fec)
   fe_size = fespace.GlobalTrueVSize()

   if (myid == 0):
      print('Number of finite element unknowns: '+  str(fe_size))

   ess_tdof_list = mfem.intArray()
   if pmesh.bdr_attributes.Size()>0:
       ess_bdr = mfem.intArray(pmesh.bdr_attributes.Max())
       ess_bdr.Assign(1)
       fespace.GetEssentialTrueDofs(ess_bdr, ess_tdof_list)

   #   the basis functions in the finite element fespace.
   b = mfem.ParLinearForm(fespace)
   one = mfem.ConstantCoefficient(1.0)
   b.AddDomainIntegrator(mfem.DomainLFIntegrator(one))
   b.Assemble();

   x = mfem.ParGridFunction(fespace);
   x.Assign(0.0)

   a = mfem.ParBilinearForm(fespace);
   a.AddDomainIntegrator(mfem.DiffusionIntegrator(one))

   if static_cond: a.EnableStaticCondensation()
   a.Assemble();

   A = mfem.HypreParMatrix()
   B = mfem.Vector()
   X = mfem.Vector()
   a.FormLinearSystem(ess_tdof_list, x, b, A, X, B)

   if (myid == 0):
      print("Size of linear system: " + str(x.Size()))
      print("Size of linear system: " + str(A.GetGlobalNumRows()))

   if use_strumpack:
       import mfem.par.strumpack as strmpk
       Arow = strmpk.STRUMPACKRowLocMatrix(A)
       args = ["--sp_hss_min_sep_size", "128", "--sp_enable_hss"]
       strumpack = strmpk.STRUMPACKSolver(args, MPI.COMM_WORLD)
       strumpack.SetPrintFactorStatistics(True)
       strumpack.SetPrintSolveStatistics(False)
       strumpack.SetKrylovSolver(strmpk.KrylovSolver_DIRECT);
       strumpack.SetReorderingStrategy(strmpk.ReorderingStrategy_METIS)
       strumpack.SetMC64Job(strmpk.MC64Job_NONE)
       # strumpack.SetSymmetricPattern(True)
       strumpack.SetOperator(Arow)
       strumpack.SetFromCommandLine()
       strumpack.Mult(B, X);

   else:
       amg = mfem.HypreBoomerAMG(A)
       cg = mfem.CGSolver(MPI.COMM_WORLD)
       cg.SetRelTol(1e-12)
       cg.SetMaxIter(200)
       cg.SetPrintLevel(1)
       cg.SetPreconditioner(amg)
       cg.SetOperator(A)
       cg.Mult(B, X);


   a.RecoverFEMSolution(X, b, x)

   smyid = '{:0>6d}'.format(myid)
   mesh_name  =  "mesh."+smyid
   sol_name   =  "sol."+smyid

   pmesh.Print(mesh_name, 8)
   x.Save(sol_name, 8)