*HEADING
ELEMENT TESTED      : CPE4R
SLAVE SURFACE TYPE  : NODE
MASTER SURFACE TYPE : NODE
**
MULTISTEP ANALYSIS
 TEST 9-DIGIT LABELS
*RESTART,WRITE
*PREPRINT,MODEL=YES,ECHO=YES,HISTORY=YES
*NODE,SYSTEM=C
900000001,10,0
900000101,20,0
900000111,20,90
900000011,10,90
**
900010000,0,0
900010001,0,0
*NGEN,LINE=C,NSET=ID,SYSTEM=RC
900000001,900000011,5,,0,0
*NGEN,LINE=C,NSET=OD,SYSTEM=RC
900000101,900000111,5,,0,0
*NFILL
ID,OD,4,25
*ELEMENT,TYPE=CPE4
900000001,900000001,900000026,900000031,900000006
*ELGEN,ELSET=EALL
900000001,4,25,1,2,5,4
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT
1.
*MATERIAL,NAME=MAT
*ELASTIC
10000.,0.3
*DENSITY
1.
*BOUNDARY
ID,1,2
*NSET,NSET=DOWN,GENERATE
900000001,900000101,25
*NSET,NSET=UP,GENERATE
900000011,900000111,25
*NSET,NSET=DOWN1
900000101
*NSET,NSET=UP1
900000111
*SURFACE, TYPE=NODE, NAME=SLAVE1
DOWN,1.5
*SURFACE, TYPE=NODE, NAME=MASTER1
UP,1.5
*TIE,CYCLICSYM,POSITION=0.5, NAME=TIE1
SLAVE1,MASTER1
*CYCLIC SYMMETRY MODEL,N=4
0,0,-1.,0,0,1.
*STEP
*FREQUENCY,EIGENSOLVER=LANCZOS
12
*OUTPUT, FIELD, FREQUENCY=0
*END STEP
*STEP
*FREQUENCY,EIGENSOLVER=LANCZOS
12
*SELECT CYCLIC SYMMETRY MODES, NMIN=0, NMAX=0
*END STEP
*STEP
*FREQUENCY,EIGENSOLVER=LANCZOS
12
*SELECT CYCLIC SYMMETRY MODES, NMIN=1, NMAX=1
*END STEP
*STEP
*FREQUENCY,EIGENSOLVER=LANCZOS
12
*SELECT CYCLIC SYMMETRY MODES, NMIN=2, NMAX=2
*END STEP