1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167
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<Node>
0 % global object number
3 0 0 0 % Nodal coordinates
<Node>
1 % global object number
3 0 0 1 % Nodal coordinates
<Node>
2 % global object number
3 1 0 1 % Nodal coordinates
<Node>
3 % global object number
3 1 0 0 % Nodal coordinates
<Node>
4 % global object number
3 0 1 0 % Nodal coordinates
<Node>
5 % global object number
3 0 1 1 % Nodal coordinates
<Node>
6 % global object number
3 1 1 1 % Nodal coordinates
<Node>
7 % global object number
3 1 1 0 % Nodal coordinates
<Node>
8 % global object number
3 2 0 0 % Nodal coordinates
<Node>
9 % global object number
3 2 0 1 % Nodal coordinates
<Node>
10 % global object number
3 2 1 1 % Nodal coordinates
<Node>
11 % global object number
3 2 1 0 % Nodal coordinates
<Node>
12 % global object number
3 1 2 0 % Nodal coordinates
<Node>
13 % global object number
3 1 2 1 % Nodal coordinates
<Node>
14 % global object number
3 2 2 1 % Nodal coordinates
<Node>
15 % global object number
3 2 2 0 % Nodal coordinates
<END> % End of nodes
<MaterialLinearElasticity>
0 % Global material number
E: 3000 % E
A: 0 % A
I: 0 % I
nu: 0.29 % nu
h: 1
RhoC: 1
END: % End of material definition
<END> % End of materials
<Element3DC0LinearHexahedronStrain>
0 % Global element number
0 % Node 1 ID
1 % Node 2 ID
2 % Node 3 ID
3 % Node 4 ID
4 % Node 5 ID
5 % Node 6 ID
6 % Node 7 ID
7 % Node 8 ID
0 % MaterialStandard ID
<Element3DC0LinearHexahedronStrain>
1 % Global element number
3 % Node 1 ID
2 % Node 2 ID
9 % Node 3 ID
8 % Node 4 ID
7 % Node 5 ID
6 % Node 6 ID
10 % Node 7 ID
11 % Node 8 ID
0 % MaterialStandard ID
<Element3DC0LinearHexahedronStrain>
2 % Global element number
7 % Node 1 ID
6 % Node 2 ID
10 % Node 3 ID
11 % Node 4 ID
12 % Node 5 ID
13 % Node 6 ID
14 % Node 7 ID
15 % Node 8 ID
0 % MaterialStandard ID
<END> % End of elements
<LoadGravConst>
0 % Global object number
-1 % Load acts on all elements
3 % Size of the gravity force vector
100 0 0 % Gravity force vector
<LoadBC> % Fix node 0
1 % Global load number
0 % GN of element
0 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
2 % Global load number
0 % GN of element
1 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
3 % Global load number
0 % GN of element
2 % DOF# in element
1 0 % rhs of MFC
<LoadBC> % Fix node 1
3 % Global load number
0 % GN of element
3 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
4 % Global load number
0 % GN of element
4 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
5 % Global load number
0 % GN of element
5 % DOF# in element
1 0 % rhs of MFC
<LoadBC> % Fix node 4
6 % Global load number
0 % GN of element
12 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
7 % Global load number
0 % GN of element
13 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
8 % Global load number
0 % GN of element
14 % DOF# in element
1 0 % rhs of MFC
<LoadBC> % Fix node 5
6 % Global load number
0 % GN of element
15 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
7 % Global load number
0 % GN of element
16 % DOF# in element
1 0 % rhs of MFC
<LoadBC>
8 % Global load number
0 % GN of element
17 % DOF# in element
1 0 % rhs of MFC
<END> % End of loads
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