Natural frequencies of a solid simply supported plate are determined. Differences between constant stress solid (elform 1), fully integrated S/R solid (elforms 2, -1 and -2) and fully integrated quadratic 8 node element with nodal rotations (elform 3) can be studied. Example 12 from Introductory Manual for LS-DYNA Users by James M. Kennedy.
*BOUNDARY_SPC_SET *CONTROL_IMPLICIT_EIGENVALUE *CONTROL_IMPLICIT_GENERAL *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *ELEMENT_SOLID *END *HOURGLASS *KEYWORD *MAT_ELASTIC *NODE *PART *SECTION_SOLID *SET_NODE_LIST *TITLE
*KEYWORD *TITLE Simply Supported Square Plate: Out-of-Plane Vibration (solid mesh) *CONTROL_IMPLICIT_EIGENVALUE 10 0.0 0 0.0 0 0.0 0 0.0 *CONTROL_IMPLICIT_GENERAL 1 0.0 *CONTROL_TERMINATION 1.000000 0 0.0 0.0 0.0 *DATABASE_BINARY_D3PLOT 1.000000 *ELEMENT_SOLID *NODE *BOUNDARY_SPC_SET *PART 1 1 1 0 1 *SECTION_SOLID 1 1 1 *MAT_ELASTIC 1 8000.0002.0000e+11 0.300000 0.0 0.0 0.0 *HOURGLASS 1 6 1.0 0 0.0 0.0 0.0 0.0 *SET_NODE_LIST 1 0.0 0.0 0.0 0.0 1 37 73 109 145 181 217 253 289 293 297 301 305 309 313 317 321 285 249 213 177 141 105 69 33 29 25 21 17 13 9 5 *END