SSD with a rectangular plate

An example of a rectangular plate shows how to set up keywords for steady state dynamic (SSD) problems and how to start post-processing with *DATABASE_FREQUENCY. Example 5.1 from LS-Dyna training class NVH, Fatigue and Frequency Domain Analysis with LS-DYNA by Yun Huang.

*CONTROL_IMPLICIT_EIGENVALUE
*CONTROL_IMPLICIT_GENERAL
*CONTROL_IMPLICIT_NONLINEAR
*CONTROL_SHELL
*DATABASE_FREQUENCY_ASCII_ELOUT_SSD
*DATABASE_FREQUENCY_ASCII_NODOUT_SSD
*DATABASE_FREQUENCY_BINARY_D3SSD
*DATABASE_HISTORY_NODE_SET
*DATABASE_HISTORY_SHELL_SET
*DEFINE_CURVE
*ELEMENT_SHELL
*END
*FREQUENCY_DOMAIN_SSD
*KEYWORD  
*MAT_ELASTIC
*NODE
*PART
*SECTION_SHELL
*SET_NODE_LIST
*SET_SHELL_LIST
*TITLE

*TITLE
Benchmark example for SSD computation.
*FREQUENCY_DOMAIN_SSD
         1       100        0.     2000.         0         0
      0.01

       131         0         3         0       100       200
*DATABASE_FREQUENCY_BINARY_D3SSD
         1
       10.      140.        14
*DATABASE_HISTORY_NODE_SET
         2         0         0         0         0         0         0         0
*DATABASE_HISTORY_SHELL_SET
         3         0         0         0         0         0         0         0
*CONTROL_IMPLICIT_EIGENVALUE
       100     0.000         0     0.000         0     0.000         0     0.000
         0         0         0         0         1
*CONTROL_IMPLICIT_GENERAL
         1  1.000000         0         0         0         0         0         0
*CONTROL_IMPLICIT_NONLINEAR
         1         0         0     0.000     0.000     0.000     0.000     0.000
         0         0         0         0
         0         0     0.000         1         2
*CONTROL_SHELL
 20.000000         2        -1         0         2         2         1         0
  1.000000         0         0         1         0         0         0         0
         0         0         0
*PART
boxshell                                                                        
         1         1         1         0         0         0         0         0
*SECTION_SHELL
         1        18  0.833000         3         3         0         0         0
  0.002000  0.002000  0.002000  0.002000     0.000     0.000     0.000         0
*MAT_ELASTIC
         1 7870.00002.0700E+11  0.292000     0.000     0.000         0
*DEFINE_CURVE
       100         0     0.000     0.000     0.000     0.000         0
          10.0000000           1.0000000
          20.0000000           1.2000000
          30.0000000           1.4000000
          40.0000000           1.6000000
          50.0000000           1.8000000
          60.0000000           1.6000000
          70.0000000           1.2000000
          80.0000000           1.3000000
          90.0000000           1.5500000
         100.0000000           1.6500000
         110.0000000           1.5500000
         120.0000000           1.8500000
         130.0000000           1.5500000
         140.0000000           1.0500000
*DEFINE_CURVE
       200         0     0.000     0.000     0.000     0.000         0
          10.0000000               0.000
          20.0000000               0.000
          30.0000000               0.000
          40.0000000               0.000
          50.0000000               0.000
          60.0000000               0.000
          70.0000000               0.000
          80.0000000               0.000
          90.0000000               0.000
         100.0000000               0.000
         110.0000000               0.000
         120.0000000               0.000
         130.0000000               0.000
         140.0000000               0.000
*SET_NODE_LIST
         2     0.000     0.000     0.000     0.000          
       131       651         0         0         0         0         0         0
*SET_SHELL_LIST
         3     0.000     0.000     0.000     0.000
        96       313       518         0         0         0         0         0
*ELEMENT_SHELL
*NODE
*END