*HEADING
ELEMENT TESTED      : S4R
SECONDARY SURFACE TYPE  : NODE
MAIN SURFACE TYPE : NODE
ANALYSIS TO TEST THE STRESS-BASED SUBMODEL OPTION
RESULTS COMPARED WITH THE ANALYSIS cyclicsym_cps4r_nn_full.inp
**
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*NODE
      1,           0.,          30.
      2,          15.,          15.
      3,          25.,          25.
      4,           0.,          50.
      7,          30.,           0.
      8,          50.,           0.
     10,           0.,          70.
     11,          35.,          35.
     12,          70.,           0.
*ELEMENT, TYPE=CPS4R, ELSET=EALL
1, 1, 2, 3, 4
3, 2, 7, 8, 3
5, 4, 3,11,10
6, 3, 8,12,11
*NSET, NSET=NSECONDARY
 7, 8, 12
*NSET, NSET=NMAIN
 1, 4, 10
*SURFACE, NAME=SDRIVE
1,S1
3,S1
5,S3
6,S3
*SURFACE, NAME=SSECONDARY, TYPE=NODE
NSECONDARY,
*SURFACE, NAME=SMAIN, TYPE=NODE
NMAIN,
*SOLID SECTION, ELSET=EALL,MATERIAL=MAT
1., 
*MATERIAL,NAME=MAT
*ELASTIC
10E8,0.3
*DENSITY
100, 
*TIE, CYCLICSYM, POSITION=0.5, NAME=TIE1
 SSECONDARY, SMAIN
*CYCLIC SYMMETRY MODEL,N=4
 0,0,0, 0,0,1
*NSET, NSET=NDRIVE
 1, 2, 7, 8, 12, 11, 10, 4
*NSET, NSET=NTRAN
1, 2, 7
*SUBMODEL,TYPE=SURFACE
 SDRIVE,
*STEP
*STATIC
*DSLOAD,SUBMODEL,STEP=1
SDRIVE,
*BOUNDARY
10,1
*DLOAD
1,CENT,1.0, 0,0,0, 0,0,1
3,CENT,1.0, 0,0,0, 0,0,1
5,CENT,1.0, 0,0,0, 0,0,1
6,CENT,1.0, 0,0,0, 0,0,1
*NODE PRINT
U, 
*EL PRINT
S, 
*END STEP