616 lines
15 KiB
Plaintext
616 lines
15 KiB
Plaintext
** written by FreeCAD inp file writer for CalculiX,Abaqus meshes
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** Nodes
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*Node, NSET=Nall
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1, 0, 0, 0
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2, 0, 0, 10
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3, 0, 10, 0
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4, 0, 10, 10
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5, 10, 0, 0
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6, 10, 0, 10
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7, 10, 10, 0
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8, 10, 10, 10
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9, 0, 0, 5
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10, 0, 0, 2.5
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11, 0, 0, 7.5
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12, 0, 5, 0
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13, 0, 2.5, 0
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14, 0, 7.5, 0
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15, 0, 10, 5
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16, 0, 10, 2.5
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17, 0, 10, 7.5
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18, 0, 5, 10
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19, 0, 2.5, 10
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20, 0, 7.5, 10
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21, 10, 0, 5
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22, 10, 0, 2.5
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23, 10, 0, 7.5
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24, 10, 5, 0
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25, 10, 2.5, 0
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26, 10, 7.5, 0
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27, 10, 10, 5
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28, 10, 10, 2.5
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29, 10, 10, 7.5
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30, 10, 5, 10
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31, 10, 2.5, 10
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32, 10, 7.5, 10
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33, 5, 0, 0
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34, 2.5, 0, 0
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35, 7.5, 0, 0
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36, 5, 0, 10
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37, 2.5, 0, 10
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38, 7.5, 0, 10
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39, 5, 10, 0
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40, 2.5, 10, 0
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41, 7.5, 10, 0
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42, 5, 10, 10
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43, 2.5, 10, 10
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44, 7.5, 10, 10
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45, 0, 5, 5
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46, 0, 2.5, 7.5
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47, 0, 2.5, 2.5
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48, 0, 7.5, 7.5
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49, 0, 7.5, 2.5
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50, 0, 1.25, 8.75
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51, 0, 1.25, 6.25
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52, 0, 2.5, 5
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53, 0, 3.75, 6.25
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54, 0, 1.25, 3.75
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55, 0, 1.25, 1.25
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56, 0, 3.75, 3.75
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57, 0, 3.75, 1.25
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58, 0, 5, 2.5
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59, 0, 6.25, 1.25
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60, 0, 8.75, 1.25
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61, 0, 6.25, 3.75
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62, 0, 3.75, 8.75
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63, 0, 5, 7.5
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64, 0, 8.75, 6.25
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65, 0, 8.75, 8.75
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66, 0, 6.25, 6.25
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67, 0, 7.5, 5
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68, 0, 6.25, 8.75
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69, 0, 8.75, 3.75
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70, 10, 5, 5
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71, 10, 2.5, 7.5
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72, 10, 7.5, 7.5
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73, 10, 7.5, 2.5
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74, 10, 2.5, 2.5
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75, 10, 6.25, 8.75
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76, 10, 8.75, 8.75
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77, 10, 8.75, 6.25
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78, 10, 5, 7.5
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79, 10, 6.25, 6.25
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80, 10, 7.5, 5
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81, 10, 6.25, 1.25
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82, 10, 8.75, 1.25
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83, 10, 8.75, 3.75
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84, 10, 6.25, 3.75
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85, 10, 5, 2.5
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86, 10, 3.75, 1.25
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87, 10, 1.25, 1.25
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88, 10, 1.25, 3.75
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89, 10, 3.75, 3.75
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90, 10, 2.5, 5
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91, 10, 3.75, 8.75
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92, 10, 1.25, 8.75
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93, 10, 3.75, 6.25
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94, 10, 1.25, 6.25
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95, 5, 0, 5
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96, 7.5, 0, 7.5
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97, 7.5, 0, 2.5
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98, 2.5, 0, 2.5
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99, 2.5, 0, 7.5
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100, 1.25, 0, 1.25
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101, 1.25, 0, 3.75
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102, 2.5, 0, 5
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103, 3.75, 0, 3.75
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104, 3.75, 0, 6.25
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105, 1.25, 0, 6.25
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106, 1.25, 0, 8.75
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107, 6.25, 0, 6.25
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108, 6.25, 0, 8.75
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109, 5, 0, 7.5
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110, 7.5, 0, 5
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111, 8.75, 0, 6.25
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112, 8.75, 0, 8.75
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113, 6.25, 0, 3.75
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114, 8.75, 0, 3.75
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115, 5, 0, 2.5
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116, 6.25, 0, 1.25
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117, 8.75, 0, 1.25
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118, 3.75, 0, 1.25
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119, 3.75, 0, 8.75
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120, 5, 10, 5
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121, 7.5, 10, 2.5
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122, 2.5, 10, 2.5
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123, 7.5, 10, 7.5
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124, 2.5, 10, 7.5
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125, 6.25, 10, 8.75
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126, 6.25, 10, 6.25
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127, 5, 10, 7.5
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128, 8.75, 10, 8.75
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129, 3.75, 10, 8.75
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130, 3.75, 10, 6.25
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131, 1.25, 10, 8.75
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132, 6.25, 10, 1.25
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133, 5, 10, 2.5
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134, 6.25, 10, 3.75
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135, 8.75, 10, 1.25
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136, 8.75, 10, 3.75
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137, 7.5, 10, 5
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138, 1.25, 10, 3.75
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139, 2.5, 10, 5
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140, 3.75, 10, 3.75
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141, 1.25, 10, 1.25
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142, 3.75, 10, 1.25
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143, 8.75, 10, 6.25
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144, 1.25, 10, 6.25
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145, 5, 5, 0
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146, 2.5, 7.5, 0
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147, 7.5, 7.5, 0
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148, 7.5, 2.5, 0
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149, 2.5, 2.5, 0
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150, 1.25, 3.75, 0
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151, 1.25, 1.25, 0
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152, 2.5, 5, 0
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153, 1.25, 6.25, 0
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154, 3.75, 6.25, 0
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155, 3.75, 3.75, 0
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156, 1.25, 8.75, 0
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157, 3.75, 1.25, 0
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158, 3.75, 8.75, 0
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159, 5, 7.5, 0
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160, 6.25, 8.75, 0
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161, 6.25, 6.25, 0
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162, 8.75, 8.75, 0
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163, 8.75, 6.25, 0
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164, 7.5, 5, 0
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165, 8.75, 3.75, 0
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166, 6.25, 3.75, 0
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167, 6.25, 1.25, 0
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168, 5, 2.5, 0
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169, 8.75, 1.25, 0
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170, 5, 5, 10
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171, 7.5, 7.5, 10
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172, 7.5, 2.5, 10
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173, 2.5, 7.5, 10
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174, 2.5, 2.5, 10
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175, 3.75, 8.75, 10
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176, 1.25, 8.75, 10
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177, 3.75, 6.25, 10
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178, 5, 7.5, 10
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179, 6.25, 8.75, 10
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180, 8.75, 8.75, 10
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181, 6.25, 6.25, 10
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182, 6.25, 1.25, 10
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183, 6.25, 3.75, 10
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184, 5, 2.5, 10
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185, 8.75, 1.25, 10
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186, 8.75, 3.75, 10
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187, 7.5, 5, 10
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188, 1.25, 6.25, 10
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189, 2.5, 5, 10
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190, 3.75, 1.25, 10
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191, 3.75, 3.75, 10
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192, 1.25, 1.25, 10
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193, 1.25, 3.75, 10
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194, 8.75, 6.25, 10
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195, 3.75, 6.25, 6.25
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196, 6.25, 3.75, 3.75
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197, 1.25, 1.25, 2.5
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198, 2.5, 1.25, 3.75
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199, 4.375, 1.875, 3.125
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200, 5.625, 1.875, 4.375
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201, 3.125, 3.125, 3.125
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202, 6.25, 7.5, 1.25
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203, 7.5, 8.75, 1.25
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204, 6.875, 6.875, 3.125
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205, 6.875, 5.625, 1.875
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206, 5.625, 4.375, 1.875
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207, 8.75, 7.5, 3.75
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208, 8.75, 8.75, 2.5
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209, 7.5, 6.25, 8.75
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210, 8.75, 7.5, 8.75
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211, 8.75, 3.75, 7.5
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212, 8.75, 2.5, 8.75
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213, 3.75, 2.5, 8.75
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214, 2.5, 1.25, 8.75
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215, 1.25, 2.5, 1.25
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216, 2.5, 3.75, 1.25
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217, 8.75, 7.5, 6.25
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218, 8.75, 8.75, 7.5
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219, 7.5, 7.5, 5
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220, 5.625, 6.875, 4.375
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221, 8.125, 4.375, 4.375
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222, 7.5, 5, 7.5
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223, 6.875, 3.125, 6.875
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224, 5.625, 4.375, 6.875
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225, 5, 2.5, 7.5
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226, 3.125, 3.125, 6.875
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227, 4.375, 3.125, 5.625
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228, 4.375, 5.625, 8.125
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229, 2.5, 5, 2.5
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230, 3.125, 4.375, 4.375
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231, 5.625, 8.125, 6.875
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232, 6.875, 5.625, 5.625
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233, 4.375, 8.125, 5.625
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234, 2.5, 2.5, 5
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235, 5, 7.5, 2.5
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236, 4.375, 5.625, 3.125
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237, 1.875, 5.625, 5.625
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238, 5, 5, 5
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239, 8.75, 2.5, 1.25
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240, 8.125, 4.375, 1.875
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241, 8.125, 3.125, 3.125
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242, 6.875, 3.125, 1.875
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243, 8.75, 1.25, 2.5
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244, 8.125, 1.875, 4.375
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245, 6.875, 1.875, 3.125
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246, 7.5, 1.25, 1.25
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247, 5.625, 1.875, 1.875
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248, 2.5, 8.75, 8.75
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249, 3.125, 8.125, 6.875
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250, 3.125, 6.875, 8.125
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251, 4.375, 8.125, 8.125
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252, 1.25, 8.75, 7.5
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253, 1.875, 8.125, 5.625
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254, 1.875, 6.875, 6.875
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255, 1.25, 7.5, 8.75
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256, 1.875, 5.625, 8.125
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257, 3.125, 8.125, 4.375
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258, 6.875, 1.875, 5.625
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259, 1.875, 4.375, 6.875
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260, 1.25, 8.75, 2.5
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261, 1.25, 7.5, 1.25
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262, 8.75, 7.5, 1.25
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263, 7.5, 1.25, 8.75
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264, 1.25, 2.5, 8.75
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265, 2.5, 1.25, 1.25
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266, 1.25, 1.25, 7.5
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267, 7.5, 8.75, 8.75
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268, 2.5, 8.75, 1.25
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269, 8.75, 1.25, 7.5
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270, 8.75, 6.25, 2.5
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271, 1.25, 6.25, 2.5
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272, 3.125, 6.875, 3.125
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273, 3.75, 2.5, 1.25
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274, 6.25, 1.25, 7.5
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275, 8.75, 2.5, 6.25
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276, 1.25, 2.5, 6.25
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277, 6.25, 7.5, 8.75
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278, 3.75, 8.75, 2.5
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279, 2.5, 3.75, 8.75
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280, 1.25, 7.5, 3.75
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** Volume elements
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*Element, TYPE=C3D10, ELSET=Evolumes
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1, 95, 98, 47, 196, 103, 197, 198, 200, 199, 201
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2, 147, 121, 145, 196, 203, 202, 161, 205, 204, 206
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3, 73, 70, 27, 121, 84, 80, 83, 208, 207, 136
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4, 72, 170, 30, 171, 209, 187, 75, 210, 181, 194
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5, 9, 98, 47, 95, 101, 197, 54, 102, 103, 198
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6, 172, 70, 30, 71, 211, 78, 186, 212, 93, 91
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7, 170, 99, 36, 174, 213, 119, 184, 191, 214, 190
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8, 12, 47, 149, 145, 57, 215, 150, 152, 216, 155
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9, 70, 27, 123, 72, 80, 143, 217, 79, 77, 218
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10, 39, 147, 121, 145, 160, 203, 132, 159, 161, 202
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11, 70, 120, 121, 196, 219, 134, 207, 221, 220, 204
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12, 70, 172, 170, 196, 211, 183, 222, 221, 223, 224
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13, 95, 99, 170, 195, 104, 213, 225, 227, 226, 228
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14, 145, 45, 47, 196, 229, 56, 216, 206, 230, 201
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15, 70, 123, 120, 195, 217, 126, 219, 232, 231, 233
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16, 47, 45, 95, 196, 56, 234, 198, 201, 230, 200
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17, 121, 120, 145, 196, 134, 235, 202, 204, 220, 206
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18, 145, 39, 120, 121, 159, 133, 235, 202, 132, 134
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19, 70, 120, 27, 121, 219, 137, 80, 207, 134, 136
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20, 9, 47, 45, 95, 54, 56, 52, 102, 198, 234
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21, 70, 27, 120, 123, 80, 137, 219, 217, 143, 126
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22, 45, 47, 12, 145, 56, 57, 58, 229, 216, 152
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23, 170, 95, 36, 99, 225, 109, 184, 213, 104, 119
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24, 195, 45, 145, 196, 237, 229, 236, 238, 230, 206
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25, 95, 45, 195, 196, 234, 237, 227, 200, 230, 238
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26, 170, 95, 195, 196, 225, 227, 228, 224, 200, 238
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27, 70, 170, 195, 196, 222, 228, 232, 221, 224, 238
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28, 195, 120, 70, 196, 233, 219, 232, 238, 220, 221
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29, 145, 120, 195, 196, 235, 233, 236, 206, 220, 238
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30, 74, 24, 148, 196, 86, 165, 239, 241, 240, 242
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31, 21, 74, 97, 196, 88, 243, 114, 244, 241, 245
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32, 148, 33, 97, 196, 167, 116, 246, 242, 247, 245
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33, 173, 124, 42, 195, 248, 129, 175, 250, 249, 251
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34, 48, 15, 124, 195, 64, 144, 252, 254, 253, 249
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35, 18, 48, 173, 195, 68, 255, 188, 256, 254, 250
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36, 74, 70, 24, 196, 89, 85, 86, 241, 221, 240
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37, 170, 18, 173, 195, 189, 188, 177, 228, 256, 250
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38, 70, 74, 21, 196, 89, 88, 90, 221, 241, 244
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39, 120, 123, 42, 195, 126, 125, 127, 233, 231, 251
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40, 170, 173, 42, 195, 177, 175, 178, 228, 250, 251
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41, 42, 124, 120, 195, 129, 130, 127, 251, 249, 233
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42, 15, 122, 120, 195, 138, 140, 139, 253, 257, 233
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43, 124, 15, 120, 195, 144, 139, 130, 249, 253, 233
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44, 15, 48, 45, 195, 64, 66, 67, 253, 254, 237
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45, 24, 147, 145, 196, 163, 161, 164, 240, 205, 206
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46, 95, 97, 33, 196, 113, 116, 115, 200, 245, 247
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47, 33, 98, 95, 196, 118, 103, 115, 247, 199, 200
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48, 95, 96, 21, 196, 107, 111, 110, 200, 258, 244
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49, 97, 95, 21, 196, 113, 110, 114, 245, 200, 244
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50, 145, 33, 148, 196, 168, 167, 166, 206, 247, 242
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51, 24, 145, 148, 196, 164, 166, 165, 240, 206, 242
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52, 18, 45, 48, 195, 63, 66, 68, 256, 237, 254
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53, 45, 18, 46, 195, 63, 62, 53, 237, 256, 259
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54, 48, 124, 173, 195, 252, 248, 255, 254, 249, 250
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55, 148, 97, 74, 196, 246, 243, 239, 242, 245, 241
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56, 74, 24, 5, 148, 86, 25, 87, 239, 165, 169
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57, 3, 49, 122, 15, 60, 260, 141, 16, 69, 138
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58, 146, 12, 49, 3, 153, 59, 261, 156, 14, 60
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59, 15, 124, 4, 48, 144, 131, 17, 64, 252, 65
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60, 149, 1, 47, 12, 151, 55, 215, 150, 13, 57
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61, 147, 7, 73, 24, 162, 82, 262, 163, 26, 81
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62, 36, 172, 6, 96, 182, 185, 38, 108, 263, 112
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63, 98, 47, 1, 9, 197, 55, 100, 101, 54, 10
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64, 2, 174, 46, 18, 192, 264, 50, 19, 193, 62
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65, 1, 149, 98, 33, 151, 265, 100, 34, 157, 118
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66, 48, 173, 4, 18, 255, 176, 65, 68, 188, 20
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67, 30, 72, 171, 8, 75, 210, 194, 32, 76, 180
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68, 97, 21, 5, 74, 114, 22, 117, 243, 88, 87
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69, 9, 46, 2, 99, 51, 50, 11, 105, 266, 106
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70, 8, 123, 171, 42, 128, 267, 180, 44, 125, 179
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71, 97, 5, 33, 148, 117, 35, 116, 246, 169, 167
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72, 99, 174, 2, 36, 214, 192, 106, 119, 190, 37
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73, 173, 124, 4, 42, 248, 131, 176, 175, 129, 43
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74, 3, 122, 146, 39, 141, 268, 156, 40, 142, 158
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75, 8, 72, 123, 27, 76, 218, 128, 29, 77, 143
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76, 71, 172, 6, 30, 212, 185, 92, 91, 186, 31
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77, 147, 121, 7, 39, 203, 135, 162, 160, 132, 41
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78, 73, 121, 27, 7, 208, 136, 83, 82, 135, 28
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79, 71, 6, 96, 21, 92, 112, 269, 94, 23, 111
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80, 146, 49, 122, 3, 261, 260, 268, 156, 60, 141
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81, 2, 46, 174, 99, 50, 264, 192, 106, 266, 214
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82, 123, 171, 72, 8, 267, 210, 218, 128, 180, 76
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83, 7, 73, 121, 147, 82, 208, 135, 162, 262, 203
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84, 173, 4, 124, 48, 176, 131, 248, 255, 65, 252
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85, 96, 172, 6, 71, 263, 185, 112, 269, 212, 92
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86, 74, 5, 97, 148, 87, 117, 243, 239, 169, 246
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87, 1, 98, 149, 47, 100, 265, 151, 55, 197, 215
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88, 147, 121, 70, 73, 203, 207, 270, 262, 208, 84
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89, 121, 147, 70, 196, 203, 270, 207, 204, 205, 221
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90, 147, 70, 24, 73, 270, 85, 163, 262, 84, 81
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91, 70, 147, 24, 196, 270, 163, 85, 221, 205, 240
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92, 146, 195, 45, 145, 272, 237, 271, 154, 236, 229
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93, 12, 45, 146, 49, 58, 271, 153, 59, 61, 261
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94, 146, 45, 12, 145, 271, 58, 153, 154, 229, 152
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95, 98, 47, 145, 149, 197, 216, 273, 265, 215, 155
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|
96, 145, 47, 98, 196, 216, 197, 273, 206, 201, 199
|
|
97, 33, 98, 145, 149, 118, 273, 168, 157, 265, 155
|
|
98, 145, 98, 33, 196, 273, 118, 168, 206, 199, 247
|
|
99, 95, 196, 172, 96, 200, 223, 274, 107, 258, 263
|
|
100, 172, 196, 95, 170, 223, 200, 274, 183, 224, 225
|
|
101, 36, 95, 172, 96, 109, 274, 182, 108, 107, 263
|
|
102, 172, 95, 36, 170, 274, 109, 182, 183, 225, 184
|
|
103, 96, 70, 172, 71, 275, 211, 263, 269, 93, 212
|
|
104, 172, 70, 96, 196, 211, 275, 263, 223, 221, 258
|
|
105, 96, 21, 70, 71, 111, 90, 275, 269, 94, 93
|
|
106, 70, 21, 96, 196, 90, 111, 275, 221, 244, 258
|
|
107, 45, 195, 99, 95, 237, 226, 276, 234, 227, 104
|
|
108, 99, 195, 45, 46, 226, 237, 276, 266, 259, 53
|
|
109, 9, 45, 99, 95, 52, 276, 105, 102, 234, 104
|
|
110, 99, 45, 9, 46, 276, 52, 105, 266, 53, 51
|
|
111, 123, 170, 72, 171, 277, 209, 218, 267, 181, 210
|
|
112, 42, 170, 123, 171, 178, 277, 125, 179, 181, 267
|
|
113, 170, 42, 123, 195, 178, 125, 277, 228, 251, 231
|
|
114, 170, 70, 123, 72, 222, 217, 277, 209, 79, 218
|
|
115, 123, 70, 170, 195, 217, 222, 277, 231, 232, 228
|
|
116, 120, 146, 195, 122, 278, 272, 233, 140, 268, 257
|
|
117, 146, 120, 195, 145, 278, 233, 272, 154, 235, 236
|
|
118, 39, 146, 120, 122, 158, 278, 133, 142, 268, 140
|
|
119, 146, 39, 120, 145, 158, 133, 278, 154, 159, 235
|
|
120, 46, 99, 170, 174, 266, 213, 279, 264, 214, 191
|
|
121, 170, 99, 46, 195, 213, 266, 279, 228, 226, 259
|
|
122, 18, 46, 170, 174, 62, 279, 189, 193, 264, 191
|
|
123, 170, 46, 18, 195, 279, 62, 189, 228, 259, 256
|
|
124, 70, 30, 170, 172, 78, 187, 222, 211, 186, 183
|
|
125, 170, 30, 70, 72, 187, 78, 222, 209, 75, 79
|
|
126, 122, 45, 146, 195, 280, 271, 268, 257, 237, 272
|
|
127, 146, 45, 122, 49, 271, 280, 268, 261, 61, 260
|
|
128, 122, 15, 45, 195, 138, 67, 280, 257, 253, 237
|
|
129, 45, 15, 122, 49, 67, 138, 280, 61, 69, 260
|
|
|
|
** Define element set Eall
|
|
*ELSET, ELSET=Eall
|
|
Evolumes
|
|
|
|
|
|
|
|
***********************************************************
|
|
** Element sets for materials and FEM element type (solid, shell, beam, fluid)
|
|
** written by write_element_sets_material_and_femelement_type function
|
|
*ELSET,ELSET=MechanicalMaterialSolid
|
|
Eall
|
|
|
|
***********************************************************
|
|
** Node sets for fixed constraint
|
|
** written by write_node_sets_constraints_fixed function
|
|
** FemConstraintFixed
|
|
*NSET,NSET=FemConstraintFixed
|
|
1,
|
|
2,
|
|
3,
|
|
4,
|
|
9,
|
|
10,
|
|
11,
|
|
12,
|
|
13,
|
|
14,
|
|
15,
|
|
16,
|
|
17,
|
|
18,
|
|
19,
|
|
20,
|
|
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,
|
|
|
|
***********************************************************
|
|
** Materials
|
|
** written by write_materials function
|
|
** Young's modulus unit is MPa = N/mm2
|
|
** FreeCAD material name: Steel-Generic
|
|
** MechanicalMaterial
|
|
*MATERIAL, NAME=MechanicalMaterial
|
|
*ELASTIC
|
|
200000, 0.300
|
|
|
|
***********************************************************
|
|
** Sections
|
|
** written by write_femelementsets function
|
|
*SOLID SECTION, ELSET=MechanicalMaterialSolid, MATERIAL=MechanicalMaterial
|
|
|
|
***********************************************************
|
|
** At least one step is needed to run an CalculiX analysis of FreeCAD
|
|
** written by write_step_begin function
|
|
*STEP
|
|
*STATIC
|
|
|
|
|
|
***********************************************************
|
|
** Fixed Constraints
|
|
** written by write_constraints_fixed function
|
|
** FemConstraintFixed
|
|
*BOUNDARY
|
|
FemConstraintFixed,1
|
|
FemConstraintFixed,2
|
|
FemConstraintFixed,3
|
|
|
|
|
|
***********************************************************
|
|
** Node loads Constraints
|
|
** written by write_constraints_force function
|
|
*CLOAD
|
|
** FemConstraintForce
|
|
** node loads on shape: Box:Face6
|
|
2,3,-0.0000000000000E+00
|
|
4,3,-0.0000000000000E+00
|
|
6,3,-0.0000000000000E+00
|
|
8,3,-0.0000000000000E+00
|
|
18,3,-0.0000000000000E+00
|
|
19,3,-8.3333333333333E+02
|
|
20,3,-8.3333333333333E+02
|
|
30,3,-0.0000000000000E+00
|
|
31,3,-8.3333333333333E+02
|
|
32,3,-8.3333333333333E+02
|
|
36,3,-0.0000000000000E+00
|
|
37,3,-8.3333333333333E+02
|
|
38,3,-8.3333333333333E+02
|
|
42,3,-0.0000000000000E+00
|
|
43,3,-8.3333333333333E+02
|
|
44,3,-8.3333333333333E+02
|
|
170,3,-0.0000000000000E+00
|
|
171,3,-0.0000000000000E+00
|
|
172,3,-0.0000000000000E+00
|
|
173,3,-0.0000000000000E+00
|
|
174,3,-0.0000000000000E+00
|
|
175,3,-1.6666666666667E+03
|
|
176,3,-1.6666666666667E+03
|
|
177,3,-1.6666666666667E+03
|
|
178,3,-1.6666666666667E+03
|
|
179,3,-1.6666666666667E+03
|
|
180,3,-1.6666666666667E+03
|
|
181,3,-1.6666666666667E+03
|
|
182,3,-1.6666666666667E+03
|
|
183,3,-1.6666666666667E+03
|
|
184,3,-1.6666666666667E+03
|
|
185,3,-1.6666666666667E+03
|
|
186,3,-1.6666666666667E+03
|
|
187,3,-1.6666666666667E+03
|
|
188,3,-1.6666666666667E+03
|
|
189,3,-1.6666666666667E+03
|
|
190,3,-1.6666666666667E+03
|
|
191,3,-1.6666666666667E+03
|
|
192,3,-1.6666666666667E+03
|
|
193,3,-1.6666666666667E+03
|
|
194,3,-1.6666666666667E+03
|
|
|
|
|
|
|
|
***********************************************************
|
|
** Element + CalculiX face + load in [MPa]
|
|
** written by write_constraints_pressure function
|
|
** FemConstraintPressure
|
|
*DLOAD
|
|
** FemConstraintPressure: face load
|
|
3,P1,1000.0
|
|
6,P3,1000.0
|
|
9,P2,1000.0
|
|
36,P1,1000.0
|
|
38,P1,1000.0
|
|
56,P1,1000.0
|
|
61,P3,1000.0
|
|
67,P2,1000.0
|
|
68,P3,1000.0
|
|
75,P2,1000.0
|
|
76,P4,1000.0
|
|
78,P4,1000.0
|
|
79,P2,1000.0
|
|
90,P3,1000.0
|
|
105,P3,1000.0
|
|
125,P3,1000.0
|
|
|
|
***********************************************************
|
|
** Outputs --> frd file
|
|
** written by write_outputs_types function
|
|
*NODE FILE
|
|
U
|
|
*EL FILE
|
|
S, E
|
|
** outputs --> dat file
|
|
*NODE PRINT , NSET=Nall
|
|
U
|
|
*EL PRINT , ELSET=Eall
|
|
S
|
|
|
|
***********************************************************
|
|
** written by write_step_end function
|
|
*END STEP
|
|
|
|
***********************************************************
|
|
** CalculiX Input file
|
|
** written by write_footer function
|
|
** written by --> FreeCAD 0.17.9749 (Git)
|
|
** written on --> Sun Jan 22 14:28:56 2017
|
|
** file name -->
|
|
** analysis name --> Analysis
|
|
**
|
|
**
|
|
**
|
|
** Units
|
|
**
|
|
** Geometry (mesh data) --> mm
|
|
** Materials (Young's modulus) --> N/mm2 = MPa
|
|
** Loads (nodal loads) --> N
|
|
**
|