# ***************************************************************************
# *   Copyright (c) 2017 Bernd Hahnebach <bernd@bimstatik.org>              *
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__title__ = "FreeCAD FEM import tools"
__author__ = "Bernd Hahnebach"
__url__ = "http://www.freecadweb.org"

## @package importToolsFem
#  \ingroup FEM
#  \brief FreeCAD FEM import tools

import FreeCAD
from FreeCAD import Console


def get_FemMeshObjectMeshGroups(
    fem_mesh_obj
):
    """
        Get mesh groups from mesh.
    """
    # this method is not really needed. It is used in Fenics mesh only.
    # there was an exception handling if there was no Group property, but
    # any FemMesh should have the Group property
    # if not it would be a bug SMESH

    return fem_mesh_obj.FemMesh.Groups


def get_FemMeshObjectOrder(
    fem_mesh_obj
):
    """
        Gets element order. Element order counting based on number of nodes on
        edges. Edge with 2 nodes -> linear elements, Edge with 3 nodes ->
        quadratic elements, and so on. No edges in mesh -> not determined.
        (Is this possible? Seems to be a very degenerate case.)
        If there are edges with different number of nodes appearing, return
        list of orders.
    """
    presumable_order = None

    edges = fem_mesh_obj.FemMesh.Edges

    if edges != ():
        edges_length_set = list({len(fem_mesh_obj.FemMesh.getElementNodes(e)) for e in edges})
        # only need set to eliminate double entries

        if len(edges_length_set) == 1:
            presumable_order = edges_length_set[0] - 1
        else:
            presumable_order = [el - 1 for el in edges_length_set]
    else:
        Console.PrintMessage(
            "Found no edges in mesh: Element order determination does not work without them.\n"
        )

    return presumable_order


def get_FemMeshObjectDimension(
    fem_mesh_obj
):
    """ Count all entities in an abstract sense, to distinguish which dimension the mesh is
        (i.e. linemesh, facemesh, volumemesh)
    """
    dim = None

    if fem_mesh_obj.FemMesh.Nodes != ():
        dim = 0
    if fem_mesh_obj.FemMesh.Edges != ():
        dim = 1
    if fem_mesh_obj.FemMesh.Faces != ():
        dim = 2
    if fem_mesh_obj.FemMesh.Volumes != ():
        dim = 3

    return dim


def get_FemMeshObjectElementTypes(
    fem_mesh_obj,
    remove_zero_element_entries=True
):
    """
        Spit out all elements in the mesh with their appropriate dimension.
    """
    FreeCAD_element_names_dims = {
        "Node": 0, "Edge": 1, "Hexa": 3, "Polygon": 2, "Polyhedron": 3,
        "Prism": 3, "Pyramid": 3, "Quadrangle": 2, "Tetra": 3, "Triangle": 2}

    eval_dict = locals()  # to access local variables from eval
    elements_list_with_zero = [(
        eval("fem_mesh_obj.FemMesh." + s + "Count", eval_dict), s, d
    ) for (s, d) in FreeCAD_element_names_dims.items()]
    # ugly but necessary
    if remove_zero_element_entries:
        elements_list = [(num, s, d) for (num, s, d) in elements_list_with_zero if num > 0]
    else:
        elements_list = elements_list_with_zero

    return elements_list


def get_MaxDimElementFromList(
    elem_list
):
    """
        Gets element with the maximal dimension in the mesh to determine cells.
    """
    elem_list.sort(key=lambda t: t[2])
    return elem_list[-1]


def make_femmesh(
    mesh_data
):
    """ makes an FreeCAD FEM Mesh object from FEM Mesh data
    """
    import Fem
    mesh = Fem.FemMesh()
    m = mesh_data
    if ("Nodes" in m) and (len(m["Nodes"]) > 0):
        FreeCAD.Console.PrintLog("Found: nodes\n")
        if (
            ("Seg2Elem" in m)
            or ("Seg3Elem" in m)
            or ("Tria3Elem" in m)
            or ("Tria6Elem" in m)
            or ("Quad4Elem" in m)
            or ("Quad8Elem" in m)
            or ("Tetra4Elem" in m)
            or ("Tetra10Elem" in m)
            or ("Penta6Elem" in m)
            or ("Penta15Elem" in m)
            or ("Hexa8Elem" in m)
            or ("Hexa20Elem" in m)
        ):

            nds = m["Nodes"]
            FreeCAD.Console.PrintLog("Found: elements\n")
            for i in nds:
                n = nds[i]
                mesh.addNode(n[0], n[1], n[2], i)
            elms_hexa8 = m["Hexa8Elem"]
            for i in elms_hexa8:
                e = elms_hexa8[i]
                mesh.addVolume([e[0], e[1], e[2], e[3], e[4], e[5], e[6], e[7]], i)
            elms_penta6 = m["Penta6Elem"]
            for i in elms_penta6:
                e = elms_penta6[i]
                mesh.addVolume([e[0], e[1], e[2], e[3], e[4], e[5]], i)
            elms_tetra4 = m["Tetra4Elem"]
            for i in elms_tetra4:
                e = elms_tetra4[i]
                mesh.addVolume([e[0], e[1], e[2], e[3]], i)
            elms_tetra10 = m["Tetra10Elem"]
            for i in elms_tetra10:
                e = elms_tetra10[i]
                mesh.addVolume([e[0], e[1], e[2], e[3], e[4], e[5], e[6], e[7], e[8], e[9]], i)
            elms_penta15 = m["Penta15Elem"]
            for i in elms_penta15:
                e = elms_penta15[i]
                mesh.addVolume([e[0], e[1], e[2], e[3], e[4], e[5], e[6], e[7], e[8], e[9],
                                e[10], e[11], e[12], e[13], e[14]], i)
            elms_hexa20 = m["Hexa20Elem"]
            for i in elms_hexa20:
                e = elms_hexa20[i]
                mesh.addVolume([
                    e[0], e[1], e[2], e[3], e[4], e[5], e[6], e[7], e[8], e[9],
                    e[10], e[11], e[12], e[13], e[14], e[15], e[16], e[17], e[18], e[19]
                ], i)
            elms_tria3 = m["Tria3Elem"]
            for i in elms_tria3:
                e = elms_tria3[i]
                mesh.addFace([e[0], e[1], e[2]], i)
            elms_tria6 = m["Tria6Elem"]
            for i in elms_tria6:
                e = elms_tria6[i]
                mesh.addFace([e[0], e[1], e[2], e[3], e[4], e[5]], i)
            elms_quad4 = m["Quad4Elem"]
            for i in elms_quad4:
                e = elms_quad4[i]
                mesh.addFace([e[0], e[1], e[2], e[3]], i)
            elms_quad8 = m["Quad8Elem"]
            for i in elms_quad8:
                e = elms_quad8[i]
                mesh.addFace([e[0], e[1], e[2], e[3], e[4], e[5], e[6], e[7]], i)
            elms_seg2 = m["Seg2Elem"]
            for i in elms_seg2:
                e = elms_seg2[i]
                mesh.addEdge([e[0], e[1]], i)
            elms_seg3 = m["Seg3Elem"]
            for i in elms_seg3:
                e = elms_seg3[i]
                mesh.addEdge([e[0], e[1], e[2]], i)
            Console.PrintLog(
                "imported mesh: {} nodes, {} HEXA8, {} PENTA6, {} TETRA4, {} TETRA10, {} PENTA15\n"
                .format(
                    len(nds),
                    len(elms_hexa8),
                    len(elms_penta6),
                    len(elms_tetra4),
                    len(elms_tetra10),
                    len(elms_penta15)
                )
            )
            Console.PrintLog(
                "imported mesh: {} "
                "HEXA20, {} TRIA3, {} TRIA6, {} QUAD4, {} QUAD8, {} SEG2, {} SEG3\n"
                .format(
                    len(elms_hexa20),
                    len(elms_tria3),
                    len(elms_tria6),
                    len(elms_quad4),
                    len(elms_quad8),
                    len(elms_seg2),
                    len(elms_seg3)
                )
            )
        else:
            Console.PrintError("No Elements found!\n")
    else:
        Console.PrintError("No Nodes found!\n")
    return mesh


def make_dict_from_femmesh(
    femmesh
):
    """
    Converts FemMesh into dictionary structure which can immediately used
    from importToolsFem.make_femmesh(mesh_data) to create a valid FEM mesh.
    """
    # this dict can be easily saved and reloaded by yaml
    # see importYamlJasonMesh for a implementation

    mesh_data = {}

    seg2 = []
    seg3 = []

    tri3 = []
    tri6 = []
    quad4 = []
    quad8 = []

    tet4 = []
    tet10 = []
    hex8 = []
    hex20 = []
    pent6 = []
    pent15 = []

    # associations for lengths of tuples to different
    # edge, face, and volume elements

    len_to_edge = {2: seg2, 3: seg3}
    len_to_face = {3: tri3, 6: tri6, 4: quad4, 8: quad8}
    len_to_volume = {
        4: tet4,
        10: tet10,
        8: hex8,
        20: hex20,
        6: pent6,
        15: pent15
    }

    # analyze edges

    for e in femmesh.Edges:
        t = femmesh.getElementNodes(e)
        len_to_edge[len(t)].append((e, t))

    # analyze faces

    for f in femmesh.Faces:
        t = femmesh.getElementNodes(f)
        len_to_face[len(t)].append((f, t))

    # analyze volumes

    for v in femmesh.Volumes:
        t = femmesh.getElementNodes(v)
        len_to_volume[len(t)].append((v, t))

    mesh_data = {
        "Nodes": dict([(k, (v.x, v.y, v.z))
                       for (k, v) in femmesh.Nodes.items()]),
        "Seg2Elem": dict(seg2),
        "Seg3Elem": dict(seg3),

        "Tria3Elem": dict(tri3),
        "Tria6Elem": dict(tri6),
        "Quad4Elem": dict(quad4),
        "Quad8Elem": dict(quad8),

        "Tetra4Elem": dict(tet4),
        "Tetra10Elem": dict(tet10),
        "Hexa8Elem": dict(hex8),
        "Hexa20Elem": dict(hex20),
        "Penta6Elem": dict(pent6),
        "Penta15Elem": dict(pent15),

        "Groups": dict([(
            group_num, (
                femmesh.getGroupName(group_num),
                femmesh.getGroupElements(group_num)
            )
        ) for group_num in femmesh.Groups])

    }
    # no pyr5, pyr13?
    # no groups?
    return mesh_data


def fill_femresult_mechanical(
    res_obj,
    result_set
):
    """ fills a FreeCAD FEM mechanical result object with result data
    """
    if "number" in result_set:
        eigenmode_number = result_set["number"]
    else:
        eigenmode_number = 0

    if "time" in result_set:
        step_time = result_set["time"]
        step_time = round(step_time, 2)

    # if disp exists, fill res_obj.NodeNumbers and
    # res_obj.DisplacementVectors as well as stress and strain
    # furthermore the eigenmode number
    if "disp" in result_set:
        disp = result_set["disp"]
        res_obj.DisplacementVectors = list(map((lambda x: x), disp.values()))
        res_obj.NodeNumbers = list(disp.keys())

        # fill res_obj.NodeStressXX etc if they exist in result_set
        # list values are just added
        # Should we check if the key in stress and strain dict
        # is the same as the number in NodeNumbers?
        if "stress" in result_set:
            stress = result_set["stress"]
            Sxx = []
            Syy = []
            Szz = []
            Sxy = []
            Sxz = []
            Syz = []
            # values_S .. stress_tensor .. (Sxx, Syy, Szz, Sxy, Sxz, Syz)
            for i, values_S in enumerate(stress.values()):
                Sxx.append(values_S[0])
                Syy.append(values_S[1])
                Szz.append(values_S[2])
                Sxy.append(values_S[3])
                Sxz.append(values_S[4])
                Syz.append(values_S[5])
            res_obj.NodeStressXX = Sxx
            res_obj.NodeStressYY = Syy
            res_obj.NodeStressZZ = Szz
            res_obj.NodeStressXY = Sxy
            res_obj.NodeStressXZ = Sxz
            res_obj.NodeStressYZ = Syz

        # fill res_obj.NodeStrainXX etc if they exist in result_set
        if "strain" in result_set:
            strain = result_set["strain"]
            Exx = []
            Eyy = []
            Ezz = []
            Exy = []
            Exz = []
            Eyz = []
            # values_E .. straintuple .. (Exx, Eyy, Ezz, Exy, Exz, Eyz)
            for i, values_E in enumerate(strain.values()):
                Exx.append(values_E[0])
                Eyy.append(values_E[1])
                Ezz.append(values_E[2])
                Exy.append(values_E[3])
                Exz.append(values_E[4])
                Eyz.append(values_E[5])
            res_obj.NodeStrainXX = Exx
            res_obj.NodeStrainYY = Eyy
            res_obj.NodeStrainZZ = Ezz
            res_obj.NodeStrainXY = Exy
            res_obj.NodeStrainXZ = Exz
            res_obj.NodeStrainYZ = Eyz

        # fill Equivalent Plastic strain if they exist
        if "peeq" in result_set:
            Peeq = result_set["peeq"]
            if len(Peeq) > 0:
                if len(Peeq.values()) != len(disp.values()):
                    # how is this possible? An example is needed!
                    Console.PrintError("PEEQ seams to have exptra nodes.\n")
                    Pe = []
                    Pe_extra_nodes = list(Peeq.values())
                    nodes = len(disp.values())
                    for i in range(nodes):
                        Pe_value = Pe_extra_nodes[i]
                        Pe.append(Pe_value)
                    res_obj.Peeq = Pe
                else:
                    res_obj.Peeq = list(Peeq.values())

        # fill eigenmode number if they exist
        if eigenmode_number > 0:
            res_obj.Eigenmode = eigenmode_number

    # fill res_obj.Temperature if they exist
    # TODO, check if it is possible to have Temperature without disp
    # we would need to set NodeNumbers than
    if "temp" in result_set:
        Temperature = result_set["temp"]
        if len(Temperature) > 0:
            if len(Temperature.values()) != len(disp.values()):
                Temp = []
                Temp_extra_nodes = list(Temperature.values())
                nodes = len(disp.values())
                for i in range(nodes):
                    # how is this possible? An example is needed!
                    Console.PrintError("Temperature seams to have exptra nodes.\n")
                    Temp_value = Temp_extra_nodes[i]
                    Temp.append(Temp_value)
                res_obj.Temperature = list(map((lambda x: x), Temp))
            else:
                res_obj.Temperature = list(map((lambda x: x), Temperature.values()))
            res_obj.Time = step_time

    # fill res_obj.MassFlow
    if "mflow" in result_set:
        MassFlow = result_set["mflow"]
        if len(MassFlow) > 0:
            res_obj.MassFlowRate = list(map((lambda x: x), MassFlow.values()))
            res_obj.Time = step_time
            # disp does not exist, res_obj.NodeNumbers needs to be set
            res_obj.NodeNumbers = list(MassFlow.keys())

    # fill res_obj.NetworkPressure, disp does not exist, see MassFlow
    if "npressure" in result_set:
        NetworkPressure = result_set["npressure"]
        if len(NetworkPressure) > 0:
            res_obj.NetworkPressure = list(map((lambda x: x), NetworkPressure.values()))
            res_obj.Time = step_time

    return res_obj