├── INPParser.py
├── LICENSE
├── README.md
├── examples
├── ccx3.inp
├── ccx4.inp
├── gmsh3.geo
├── gmsh3.inp
├── gmsh4.geo
└── gmsh4.inp
└── gmsh2ccx.py
/INPParser.py:
--------------------------------------------------------------------------------
1 | # -*- coding: utf-8 -*-
2 |
3 | """
4 | © Ihor Mirzov, May 2019
5 | Distributed under GNU General Public License v3.0
6 |
7 | Parses finite element mesh in the Abaqus, Gmsh or CalculiX .inp-file.
8 | Tested on 2D quadrilateral and triangular first order elements.
9 | Reads nodes coordinates, elements composition, node and element sets, surfaces.
10 | Calculates elements cendroid coordinates.
11 | Generates triangles or quadrangles list to use with matplotlib.
12 | 'project_field_on_centroids' method interpolates node field to elements centroids.
13 | """
14 |
15 | import numpy as np
16 | import matplotlib.tri as tri
17 |
18 | # Mesh object, contains methods for .inp-file parsing
19 | class Mesh:
20 |
21 | # All mesh nodes with coordinates
22 | """
23 | 1: ( 0.0, -1742.5, 0.0),
24 | 2: (74.8, -1663.7, 0.0),
25 | ...
26 | """
27 | nodes = {}
28 |
29 | # All mesh elements composition
30 | """
31 | 1: (1, 2),
32 | 2: (3, 4),
33 | ...
34 | 11: (21, 22, 23),
35 | 12: (24, 25, 26),
36 | ...
37 | """
38 | elements = {}
39 |
40 | # Element types
41 | """
42 | 1: 'type1',
43 | 2: 'type2',
44 | ...
45 | """
46 | types = {}
47 |
48 | # Coordinates of all elements centroids
49 | """
50 | 1: ( 0.0, -1742.5, 0.0),
51 | 2: (74.8, -1663.7, 0.0),
52 | ...
53 | """
54 | centroids = {}
55 |
56 | # Node sets
57 | """
58 | 'nset1': [1, 2, 3, 4],
59 | 'nset2': [5, 6, 7, 8],
60 | ...
61 | """
62 | nsets = {}
63 |
64 | # Element sets
65 | """
66 | 'eset1': [1, 2, 3, 4],
67 | 'eset2': [5, 6, 7, 8],
68 | ...
69 | """
70 | esets = {}
71 |
72 | # Surface names
73 | """
74 | 'surf1', 'surf2', 'surf3',
75 | """
76 | surfaces = ()
77 |
78 | # Additional mesh variables
79 | cx = []; cy = [] # centroid coordinates as numpy array
80 | nx = []; ny = [] # nodes coordinates as numpy array
81 | triangles = () # triangles list to use with matplotlib
82 | quadrangles = [] # quadrangles to use with matplotlib
83 |
84 | # Some parameters
85 | initialized = False
86 |
87 |
88 | # Parse nodes with coordinates
89 | # *NODE keyword
90 | def get_nodes(self, lines):
91 | for i in range(len(lines)):
92 | if lines[i].startswith('*NODE'):
93 | while i+1
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--------------------------------------------------------------------------------
/README.md:
--------------------------------------------------------------------------------
1 | © Ihor Mirzov, May 2019
2 | Distributed under GNU General Public License v3.0
3 |
4 |
5 |
6 |
7 |
8 | # Gmsh to CalculiX converter (.inp to .inp)
9 |
10 | The problem is that for 2D cases during exporting mesh in the .inp-format Gmsh does not generate *SURFACE keyword and does not list element edges belonging to the 'Physical Curve'. It makes impossible later to apply boundary conditions on 2D element's edges in CalculiX.
11 |
12 | Moreover, for each geometrical line Gmsh creates and exports beam (T3D2) elements which in 2D case is absolutely unacceptable, because leads to unwanted entities in the Calculix model.
13 |
14 |
15 |
16 |
17 |
18 | # gmsh3.geo, gmsh4.geo
19 |
20 | Gmsh example files. You'll need 'gmsh' command to be available in your OS. Generate 2D square and mesh it with CPS3 or CPS4 elements with command:
21 |
22 | gmsh gmsh3.geo -2 -o gmsh3.inp -v 0 -save_all
23 |
24 | for triangular mesh or:
25 |
26 | gmsh gmsh4.geo -2 -o gmsh4.inp -v 0 -save_all
27 |
28 | for quadrilateral mesh.
29 |
30 |
31 |
32 |
33 |
34 | # gmsh2ccx.py
35 |
36 | Convert Gmsh .inp-file to CalculiX .inp-file. Works with 2D first order triangles and quadrangles. Tested in Gmsh 4.2.2 and Calculix 2.15.
37 |
38 | The script from Gmsh element sets corresponding to the 'Physical Curve' generates *SURFACE and *NSET (optionally) blocks. For the *SURFACE corectly accounts for element's edge numbers.
39 |
40 | Run with command:
41 |
42 | python3 gmsh2ccx.py -g gmsh3.inp -c ccx3.inp -e S3 -ns 1
43 |
44 | or
45 |
46 | python3 gmsh2ccx.py -g gmsh4.inp -c ccx4.inp -e S4 -ns 1
47 |
48 | where:
49 |
50 | - gmsh3.inp/gmsh4.inp are input file names to process (obtained from Gmsh)
51 |
52 | - ccx3.inp/ccx3.inp are output file names (for CalculiX)
53 |
54 | - S3/S4 are CalculiX element types: S3 for 2D triangular mesh, S4 for 2D quadrilateral mesh
55 |
56 | - ns is a flag showing whether to output node sets (1) or not (0)
57 |
58 | The script needs INPParser.py library.
59 |
60 |
61 |
62 |
63 |
64 | # INPParser.py
65 |
66 | Parses finite element mesh in the Abaqus, Gmsh or CalculiX .inp-file.
67 |
68 | Tested on C3D8, 2D quadrilateral and triangular first order elements.
69 |
70 | Reads nodes coordinates, elements composition, node and element sets, surfaces.
71 |
72 | Calculates elements cendroid coordinates.
73 |
74 | Generates triangles or quadrangles list to use with matplotlib.
75 |
76 | 'project_field_on_centroids' method interpolates node field to elements centroids.
77 |
78 |
79 |
80 |
81 |
82 | # Your help
83 |
84 | Please, you may:
85 |
86 | - Star this project.
87 | - Simply use this software and ask questions.
88 | - Share your models and screenshots.
89 | - Report problems by [posting issues](https://github.com/calculix/gmsh2ccx/issues).
90 | - Do something from the [TODO-list](#TODO).
91 |
92 |
93 |
94 |
95 |
96 | # TODO
97 |
98 | - dimensionality parameter in INPParser.py
99 | - automatically distinguish mesh dimensions (2D/3D)
100 | - automatically distinguish elements type (S3/S4/S6/S8)
101 | - check elements normals
102 | - second order elements S6, S8
103 | - make pypi package
104 |
--------------------------------------------------------------------------------
/examples/ccx3.inp:
--------------------------------------------------------------------------------
1 | *NODE, NSET=ALL
2 | 1, 0.0, 0.0, 0.0
3 | 2, 10.0, 0.0, 0.0
4 | 3, 10.0, 10.0, 0.0
5 | 4, 0.0, 10.0, 0.0
6 | 5, 4.9999999999924, 0.0, 0.0
7 | 6, 10.0, 4.9999999999924, 0.0
8 | 7, 5.0, 10.0, 0.0
9 | 8, 0.0, 5.0, 0.0
10 | 9, 7.0624999999982, 2.9374999999986, 0.0
11 | 10, 6.250000000001, 6.249999999999, 0.0
12 | 11, 3.5208333333321, 3.5624999999995, 0.0
13 | 12, 2.8125000000008, 7.1874999999992, 0.0
14 | *ELEMENT, type=S3, ELSET=ALL
15 | 13, 8, 1, 11
16 | 14, 6, 3, 10
17 | 15, 3, 7, 10
18 | 16, 1, 5, 11
19 | 17, 7, 4, 12
20 | 18, 4, 8, 12
21 | 19, 5, 2, 9
22 | 20, 2, 6, 9
23 | 21, 8, 11, 12
24 | 22, 9, 6, 10
25 | 23, 9, 10, 11
26 | 24, 10, 7, 12
27 | 25, 11, 10, 12
28 | 26, 5, 9, 11
29 | *NSET, NSET=RIGHT
30 | 2,
31 | 6,
32 | 6,
33 | 3,
34 | *ELSET, ELSET=RIGHT_S3
35 | 20,
36 | 14,
37 | *SURFACE, name=RIGHT, type=ELEMENT
38 | RIGHT_S3, S3
39 | *NSET, NSET=LEFT
40 | 4,
41 | 8,
42 | 8,
43 | 1,
44 | *ELSET, ELSET=LEFT_S3
45 | 18,
46 | 13,
47 | *SURFACE, name=LEFT, type=ELEMENT
48 | LEFT_S3, S3
49 |
--------------------------------------------------------------------------------
/examples/ccx4.inp:
--------------------------------------------------------------------------------
1 | *NODE, NSET=ALL
2 | 1, 0.0, 0.0, 0.0
3 | 2, 10.0, 0.0, 0.0
4 | 3, 10.0, 10.0, 0.0
5 | 4, 0.0, 10.0, 0.0
6 | 5, 4.9999999999924, 0.0, 0.0
7 | 6, 10.0, 4.9999999999924, 0.0
8 | 7, 5.0, 10.0, 0.0
9 | 8, 0.0, 5.0, 0.0
10 | 9, 4.9999999999988, 4.9999999999988, 0.0
11 | *ELEMENT, type=S4, ELSET=ALL
12 | 13, 4, 8, 9, 7
13 | 14, 1, 5, 9, 8
14 | 15, 2, 6, 9, 5
15 | 16, 3, 7, 9, 6
16 | *NSET, NSET=RIGHT
17 | 2,
18 | 6,
19 | 6,
20 | 3,
21 | *ELSET, ELSET=RIGHT_S3
22 | 15,
23 | *ELSET, ELSET=RIGHT_S6
24 | 16,
25 | *SURFACE, name=RIGHT, type=ELEMENT
26 | RIGHT_S3, S3
27 | RIGHT_S6, S6
28 | *NSET, NSET=LEFT
29 | 4,
30 | 8,
31 | 8,
32 | 1,
33 | *ELSET, ELSET=LEFT_S3
34 | 13,
35 | *ELSET, ELSET=LEFT_S6
36 | 14,
37 | *SURFACE, name=LEFT, type=ELEMENT
38 | LEFT_S3, S3
39 | LEFT_S6, S6
40 |
--------------------------------------------------------------------------------
/examples/gmsh3.geo:
--------------------------------------------------------------------------------
1 | size = 5; // element's size
2 | Mesh.CharacteristicLengthMin = size;
3 | Mesh.CharacteristicLengthMax = size;
4 | Mesh.Algorithm = 6; // Frontal-Delaunay
5 | // Mesh.RecombinationAlgorithm = 2; // simple full-quad
6 | // Mesh.RecombineAll = 1;
7 |
8 | Point(1) = {0, 0, 0, size}; // left bottom
9 | Point(2) = {10, 0, 0, size}; // right bottom
10 | Point(3) = {10, 10, 0, size}; // right top
11 | Point(4) = {0, 10, 0, size}; // left top
12 |
13 | Line(1) = {1, 2}; // bottom
14 | Line(2) = {2, 3}; // right
15 | Line(3) = {3, 4}; // top
16 | Line(4) = {4, 1}; // left
17 |
18 | Curve Loop(1) = {1:4};
19 | Plane Surface(1) = {1};
20 | Physical Curve("RIGHT") = {2};
21 | Physical Curve("LEFT") = {4};
22 |
--------------------------------------------------------------------------------
/examples/gmsh3.inp:
--------------------------------------------------------------------------------
1 | *Heading
2 | gmsh3.inp
3 | *NODE
4 | 1, 0, 0, 0
5 | 2, 10, 0, 0
6 | 3, 10, 10, 0
7 | 4, 0, 10, 0
8 | 5, 4.9999999999924, 0, 0
9 | 6, 10, 4.9999999999924, 0
10 | 7, 5, 10, 0
11 | 8, 0, 5, 0
12 | 9, 7.0624999999982, 2.9374999999986, 0
13 | 10, 6.250000000001, 6.249999999999, 0
14 | 11, 3.5208333333321, 3.5624999999995, 0
15 | 12, 2.8125000000008, 7.1874999999992, 0
16 | ******* E L E M E N T S *************
17 | *ELEMENT, type=T3D2, ELSET=Line1
18 | 5, 1, 5
19 | 6, 5, 2
20 | *ELEMENT, type=T3D2, ELSET=Line2
21 | 7, 2, 6
22 | 8, 6, 3
23 | *ELEMENT, type=T3D2, ELSET=Line3
24 | 9, 3, 7
25 | 10, 7, 4
26 | *ELEMENT, type=T3D2, ELSET=Line4
27 | 11, 4, 8
28 | 12, 8, 1
29 | *ELEMENT, type=CPS3, ELSET=Surface1
30 | 13, 8, 1, 11
31 | 14, 6, 3, 10
32 | 15, 3, 7, 10
33 | 16, 1, 5, 11
34 | 17, 7, 4, 12
35 | 18, 4, 8, 12
36 | 19, 5, 2, 9
37 | 20, 2, 6, 9
38 | 21, 8, 11, 12
39 | 22, 9, 6, 10
40 | 23, 9, 10, 11
41 | 24, 10, 7, 12
42 | 25, 11, 10, 12
43 | 26, 5, 9, 11
44 | *ELSET,ELSET=RIGHT
45 | 7, 8,
46 | *ELSET,ELSET=LEFT
47 | 11, 12,
48 |
--------------------------------------------------------------------------------
/examples/gmsh4.geo:
--------------------------------------------------------------------------------
1 | size = 10; // element's size
2 | Mesh.CharacteristicLengthMin = size;
3 | Mesh.CharacteristicLengthMax = size;
4 | Mesh.Algorithm = 6; // Frontal-Delaunay
5 | Mesh.RecombinationAlgorithm = 2; // simple full-quad
6 | Mesh.RecombineAll = 1;
7 |
8 | Point(1) = {0, 0, 0, size}; // left bottom
9 | Point(2) = {10, 0, 0, size}; // right bottom
10 | Point(3) = {10, 10, 0, size}; // right top
11 | Point(4) = {0, 10, 0, size}; // left top
12 |
13 | Line(1) = {1, 2}; // bottom
14 | Line(2) = {2, 3}; // right
15 | Line(3) = {3, 4}; // top
16 | Line(4) = {4, 1}; // left
17 |
18 | Curve Loop(1) = {1:4};
19 | Plane Surface(1) = {1};
20 | Physical Curve("RIGHT") = {2};
21 | Physical Curve("LEFT") = {4};
22 |
--------------------------------------------------------------------------------
/examples/gmsh4.inp:
--------------------------------------------------------------------------------
1 | *Heading
2 | gmsh4.inp
3 | *NODE
4 | 1, 0, 0, 0
5 | 2, 10, 0, 0
6 | 3, 10, 10, 0
7 | 4, 0, 10, 0
8 | 5, 4.9999999999924, 0, 0
9 | 6, 10, 4.9999999999924, 0
10 | 7, 5, 10, 0
11 | 8, 0, 5, 0
12 | 9, 4.9999999999988, 4.9999999999988, 0
13 | ******* E L E M E N T S *************
14 | *ELEMENT, type=T3D2, ELSET=Line1
15 | 5, 1, 5
16 | 6, 5, 2
17 | *ELEMENT, type=T3D2, ELSET=Line2
18 | 7, 2, 6
19 | 8, 6, 3
20 | *ELEMENT, type=T3D2, ELSET=Line3
21 | 9, 3, 7
22 | 10, 7, 4
23 | *ELEMENT, type=T3D2, ELSET=Line4
24 | 11, 4, 8
25 | 12, 8, 1
26 | *ELEMENT, type=CPS4, ELSET=Surface1
27 | 13, 4, 8, 9, 7
28 | 14, 1, 5, 9, 8
29 | 15, 2, 6, 9, 5
30 | 16, 3, 7, 9, 6
31 | *ELSET,ELSET=RIGHT
32 | 7, 8,
33 | *ELSET,ELSET=LEFT
34 | 11, 12,
35 |
--------------------------------------------------------------------------------
/gmsh2ccx.py:
--------------------------------------------------------------------------------
1 | # -*- coding: utf-8 -*-
2 |
3 | """
4 | © Ihor Mirzov, May 2019.
5 | Distributed under GNU General Public License v3.0
6 |
7 | Convert Gmsh .inp-file to CalculiX .inp-file.
8 | Run with command:
9 | python3 gmsh2ccx.py -g gmsh3.inp -c ccx3.inp -e S3 -ns 1
10 | python3 gmsh2ccx.py -g gmsh4.inp -c ccx4.inp -e S4 -ns 1
11 | """
12 |
13 |
14 | import sys, argparse
15 | from INPParser import Mesh
16 |
17 |
18 | # Converts element types from gmsh to ccx
19 | def rename_element(gmsh_elem_type):
20 | dic =\
21 | {
22 | 'C1D2':'B31', # 2 node beam
23 | 'T3D2':'B31', # 2 node beam
24 | 'C1D3':'B32', # 3 node beam
25 | 'T3D3':'B32', # 3 node beam
26 | 'C2D3':'S3', # 3 node shell
27 | 'CPS3':'S3', # 3 node shell
28 | 'C2D4':'S4', # 4 node shell
29 | 'CPS4':'S4', # 4 node shell
30 | }
31 | try:
32 | ccx_elem_type = dic[gmsh_elem_type]
33 | except:
34 | ccx_elem_type = gmsh_elem_type
35 | print('Error converting element type', gmsh_elem_type)
36 | return ccx_elem_type
37 |
38 |
39 | # Element's edge number
40 | def edge_number(etype, elem_nodes, n1, n2):
41 | # See Calculix 2.15 documentation, chapter "7.114 *SURFACE"
42 |
43 | # Triangular and quadrilateral shell elements
44 | if etype in ('S3', 'S4'):
45 | """
46 | tri (S3):
47 | Edge 3: 1-2
48 | Edge 4: 2-3
49 | Edge 5: 3-1
50 | quad (S4):
51 | Edge 3: 1-2
52 | Edge 4: 2-3
53 | Edge 5: 3-4
54 | Edge 6: 4-1
55 | """
56 | for edge in range(len(elem_nodes)-1):
57 | if elem_nodes[edge]==n1 and elem_nodes[edge+1]==n2:
58 | return edge+3
59 | return len(elem_nodes)+2
60 |
61 | # Triangular and quadrilateral plane stress, plane strain and axisymmetric elements
62 | if etype in ('CPS3', 'CPS4', 'CPE3', 'CPE4'):
63 | """
64 | tri (S3):
65 | Edge 1: 1-2
66 | Edge 2: 2-3
67 | Edge 3: 3-1
68 | quad (S4):
69 | Edge 1: 1-2
70 | Edge 2: 2-3
71 | Edge 3: 3-4
72 | Edge 4: 4-1
73 | """
74 | for edge in range(len(elem_nodes)-1):
75 | if elem_nodes[edge]==n1 and elem_nodes[edge+1]==n2:
76 | return edge+1
77 | return len(elem_nodes)
78 |
79 |
80 | if __name__ == '__main__':
81 |
82 | # Command line parameters
83 | parser = argparse.ArgumentParser()
84 | parser.add_argument("--gmsh", "-g",
85 | help="Gmsh .inp file name",
86 | type=str, default='gmsh3.inp')
87 | parser.add_argument("--ccx", "-c",
88 | help="Calculix .inp file name",
89 | type=str, default='ccx3.inp')
90 | parser.add_argument("--etype", "-e",
91 | help="Element type: S3 or S4",
92 | type=str, default='S3')
93 | parser.add_argument("--nodesets", "-ns",
94 | help="Specify whether to output node sets: 0 or 1",
95 | type=int, default=0)
96 | args = parser.parse_args()
97 |
98 | # Parse mesh, define nodes, elements and centroids
99 | mesh = Mesh(args.gmsh)
100 |
101 | # Process lines of gmsh-file and write ccx-file
102 | with open(args.ccx, 'w') as ccx:
103 |
104 | # Nodes block
105 | if len(mesh.nodes):
106 | ccx.write('*NODE, NSET=ALL\n') # append name of the node set
107 | for k,v in mesh.nodes.items():
108 | coords = str(v)[1:-1]
109 | # if not '0.0, 0.0, 0.0' in coords:
110 | ccx.write('\t{0}, {1}\n'.format(k, coords)) # v without braces
111 |
112 | # Elements block
113 | if len(mesh.elements):
114 | ccx.write('*ELEMENT, type=' + args.etype + ', ELSET=ALL\n')
115 | for elem, nodes in mesh.elements.items():
116 | gmsh_elem_type = mesh.types[elem]
117 | ccx_elem_type = rename_element(gmsh_elem_type)
118 | if args.etype == ccx_elem_type: # save only needed elements
119 | ccx.write('\t{0}, {1}\n'.format(elem, str(nodes)[1:-1])) # v without braces
120 |
121 | # Process node and element sets and define element edges
122 | for setname in mesh.esets.keys(): # ['LEFT', 'RIGHT']
123 | # Write node set
124 | if args.nodesets:
125 | ccx.write('*NSET, NSET={0}\n'.format(setname))
126 | for e in mesh.esets[setname]:
127 | for n in mesh.elements[e]:
128 | ccx.write('\t{0},\n'.format(n))
129 |
130 | # Elements of type 'args.etype', grouped by edge numbers
131 | E = {} # {'edge1':(elements1), 'edge2':(elements2), }
132 | for edge in range(6): # there is no 2D element with edge number > 6
133 | E[edge+1] = () # in the ccx inp.-file edge number should start from 1
134 | for sbe in mesh.esets[setname]: # beam elements composing free surface
135 | n1 = mesh.elements[sbe][0] # node 1 of surface beam element
136 | n2 = mesh.elements[sbe][1] # node 2 of surface beam element
137 |
138 | # Find 'args.etype' element by the nodes n1, n2
139 | for elem, nodes in mesh.elements.items():
140 | gmsh_elem_type = mesh.types[elem]
141 | ccx_elem_type = rename_element(gmsh_elem_type)
142 | if (args.etype == ccx_elem_type) and (n1 in nodes) and (n2 in nodes): # we've got element
143 | if nodes.index(n1) > nodes.index(n2):
144 | n1, n2 = n2, n1 # n1 should have smaller index in element's nodes
145 | edge = edge_number(ccx_elem_type, nodes, n1, n2)
146 | E[edge] += (elem, )
147 | break
148 |
149 | # Write element sets grouped by edges
150 | for edge, elems in E.items():
151 | if len(elems):
152 | ccx.write('*ELSET, ELSET={0}_S{1}\n'.format(setname, edge))
153 | for e in elems:
154 | ccx.write('\t{0},\n'.format(e))
155 |
156 | # Write surface elements
157 | ccx.write('*SURFACE, name={0}, type=ELEMENT\n'.format(setname))
158 | for edge, elems in E.items():
159 | if len(elems):
160 | ccx.write('\t{0}_S{1}, S{1}\n'.format(setname, edge))
161 |
162 | print('Conversion OK')
163 |
164 | if os.path.isdir('__pycache__'):
165 | shutil.rmtree('__pycache__') # works in Linux as in Windows
166 |
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