├── 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 5 | Everyone is permitted to copy and distribute verbatim copies 6 | of this license document, but changing it is not allowed. 7 | 8 | Preamble 9 | 10 | The GNU General Public License is a free, copyleft license for 11 | software and other kinds of works. 12 | 13 | The licenses for most software and other practical works are designed 14 | to take away your freedom to share and change the works. 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Interpretation of Sections 15 and 16. 613 | 614 | If the disclaimer of warranty and limitation of liability provided 615 | above cannot be given local legal effect according to their terms, 616 | reviewing courts shall apply local law that most closely approximates 617 | an absolute waiver of all civil liability in connection with the 618 | Program, unless a warranty or assumption of liability accompanies a 619 | copy of the Program in return for a fee. 620 | 621 | END OF TERMS AND CONDITIONS 622 | 623 | How to Apply These Terms to Your New Programs 624 | 625 | If you develop a new program, and you want it to be of the greatest 626 | possible use to the public, the best way to achieve this is to make it 627 | free software which everyone can redistribute and change under these terms. 628 | 629 | To do so, attach the following notices to the program. It is safest 630 | to attach them to the start of each source file to most effectively 631 | state the exclusion of warranty; and each file should have at least 632 | the "copyright" line and a pointer to where the full notice is found. 633 | 634 | 635 | Copyright (C) 636 | 637 | This program is free software: you can redistribute it and/or modify 638 | it under the terms of the GNU General Public License as published by 639 | the Free Software Foundation, either version 3 of the License, or 640 | (at your option) any later version. 641 | 642 | This program is distributed in the hope that it will be useful, 643 | but WITHOUT ANY WARRANTY; without even the implied warranty of 644 | MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the 645 | GNU General Public License for more details. 646 | 647 | You should have received a copy of the GNU General Public License 648 | along with this program. If not, see . 649 | 650 | Also add information on how to contact you by electronic and paper mail. 651 | 652 | If the program does terminal interaction, make it output a short 653 | notice like this when it starts in an interactive mode: 654 | 655 | Copyright (C) 656 | This program comes with ABSOLUTELY NO WARRANTY; for details type `show w'. 657 | This is free software, and you are welcome to redistribute it 658 | under certain conditions; type `show c' for details. 659 | 660 | The hypothetical commands `show w' and `show c' should show the appropriate 661 | parts of the General Public License. Of course, your program's commands 662 | might be different; for a GUI interface, you would use an "about box". 663 | 664 | You should also get your employer (if you work as a programmer) or school, 665 | if any, to sign a "copyright disclaimer" for the program, if necessary. 666 | For more information on this, and how to apply and follow the GNU GPL, see 667 | . 668 | 669 | The GNU General Public License does not permit incorporating your program 670 | into proprietary programs. If your program is a subroutine library, you 671 | may consider it more useful to permit linking proprietary applications with 672 | the library. If this is what you want to do, use the GNU Lesser General 673 | Public License instead of this License. But first, please read 674 | . 675 | -------------------------------------------------------------------------------- /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 | --------------------------------------------------------------------------------