load.k

ansys k文件

*KEYWORD
*TITLE
                                                                                
*CONTROL_BULK_VISCOSITY
  1.500000  0.060000
*CONTROL_ENERGY
         1         2         2         1
*CONTROL_TERMINATION
  0.500000         0     0.000     0.000     0.000
*CONTROL_TIMESTEP
     0.000  0.900000         0     0.000     0.000
     0.000
*DATABASE_BINARY_D3PLOT
  0.010000
*DATABASE_FORMAT
         0         0
*DATABASE_EXTENT_BINARY
         0         0         3         1
         0         0         4
*PART
Part          1 for Mat         1 and Elem Type         1                       
         1         1         1
*SECTION_SOLID
         1         1
*MAT_PLASTIC_KINEMATIC
         1 2600.00004.7500E+10  0.180000 6.0000E+7 4.7500E+9     0.000
  99.30000  1.940000  0.004000     0.000
*LOAD_SEGMENT_SET
         1         1
*DEFINE_CURVE
         1         0     1.000     1.000     0.000     0.000
  0.000000000000E+00  0.000000000000E+00
  5.000000000000E-01  2.700000000000E+03
  1.000000000000E-00  0.000000000000E+00
*SET_SEGMENT
         1     0.000     0.000     0.000     0.000
        16        15        17        18     0.000     0.000     0.000     0.000
        18        17        10        12     0.000     0.000     0.000     0.000
        14        18        12        11     0.000     0.000     0.000     0.000
        13        16        18        14     0.000     0.000     0.000     0.000
*ELEMENT_SOLID
       1       1       2       8       9       3      19      21      27      25
       2       1       8       6       7       9      21      20      26      27
       3       1       3       9       5       1      25      27      24      23
       4       1       9       7       4       5      27      26      22      24
       5       1      19      21      27      25      10      12      18      17
       6       1      21      20      26      27      12      11      14      18
       7       1      25      27      24      23      17      18      16      15
       8       1      27      26      22      24      18      14      13      16
*NODE
       1     -0.05000000      0.05000000     -0.10000000
       2     -0.05000000     -0.05000000     -0.10000000
       3     -0.05000000           0.000     -0.10000000
       4      0.05000000      0.05000000     -0.10000000
       5           0.000      0.05000000     -0.10000000
       6      0.05000000     -0.05000000     -0.10000000
       7      0.05000000           0.000     -0.10000000
       8           0.000     -0.05000000     -0.10000000
       9           0.000           0.000     -0.10000000
      10     -0.05000000     -0.05000000           0.000
      11      0.05000000     -0.05000000           0.000
      12           0.000     -0.05000000           0.000
      13      0.05000000      0.05000000           0.000
      14      0.05000000           0.000           0.000
      15     -0.05000000      0.05000000           0.000
      16           0.000      0.05000000           0.000
      17     -0.05000000           0.000           0.000
      18           0.000           0.000           0.000
      19     -0.05000000     -0.05000000     -0.05000000
      20      0.05000000     -0.05000000     -0.05000000
      21           0.000     -0.05000000     -0.05000000
      22      0.05000000      0.05000000     -0.05000000
      23     -0.05000000      0.05000000     -0.05000000
      24           0.000      0.05000000     -0.05000000
      25     -0.05000000           0.000     -0.05000000
      26      0.05000000           0.000     -0.05000000
      27           0.000           0.000     -0.05000000
*END