*HEADING
: TEST TEMPERATURES AND FIELD VARIABLES W/ CONVERTED ELEMENTS
  Converted elements: elsets EBRICK  EWEDGE  ESHELL
  Base elements:      elsets EBRICK2 EWEDGE2 ESHELL2
*RESTART,WRITE
*NODE
*NGEN,NSET=N1
*NCOPY,OLDSET=N1,NEWSET=N2,SHIFT,CHANGE=15
*NCOPY,OLDSET=N2,NEWSET=N3,SHIFT,CHANGE=15
*NSET,NSET=NBRICK
N1,N2,N3
*NCOPY,OLDSET=NBRICK,NEWSET=NWEDGE,SHIFT,CHANGE=100
*NCOPY,OLDSET=NWEDGE,NEWSET=NSHELL,SHIFT,CHANGE=100
**
*NSET,NSET=NMOD1
NBRICK,NWEDGE,NSHELL
*NCOPY,OLDSET=NMOD1,NEWSET=NMOD2,SHIFT,CHANGE=500
**
**  BRICK ELEMENTS:
**
*ELEMENT,TYPE=C3D20
*ELGEN,ELSET=EBRICK
*ELEMENT,TYPE=C3D27
*ELGEN,ELSET=EBRICK2
**
**  WEDGE ELEMENTS:
**
*ELEMENT,TYPE=C3D15
*ELGEN,ELSET=EWEDGE
*ELEMENT,TYPE=C3D15V
*ELGEN,ELSET=EWEDGE2
*ELSET,ELSET=EWEDGS
**
**  SHELL ELEMENTS:
**
*ELEMENT,TYPE=S8R5
*ELGEN,ELSET=ESHELL
*ELEMENT,TYPE=S9R5
*ELGEN,ELSET=ESHELL2
**
*NSET,NSET=NALL
NMOD1,NMOD2
**
*SOLID SECTION,ELSET=EBRICK,MATERIAL=MAT
*SOLID SECTION,ELSET=EWEDGE,MATERIAL=MAT
*SHELL SECTION,ELSET=ESHELL,MATERIAL=MAT,TEMP=3
0.1,
*SOLID SECTION,ELSET=EBRICK2,MATERIAL=MAT
*SOLID SECTION,ELSET=EWEDGE2,MATERIAL=MAT
*SHELL SECTION,ELSET=ESHELL2,MATERIAL=MAT,TEMP=3
0.1,
**
*MATERIAL,NAME=MAT
*ELASTIC
3.0E6,0.3
*EXPANSION
1.0E-6,
**
**  surfaceS:
**
*NODE
*surface,NAME=SURF1
EBRICK,S2
EBRICK2,S2
*surface,NAME=SURF2
EWEDGS,S4
*surface,NAME=SURF3
ESHELL,SPOS
ESHELL2,SPOS
*rigid body,analytical surface=rsur1,REFNODE=997
*surface,TYPE=CYLINDER,NAME=RSUR1
START,10,1.01
LINE,-1,1.01
*rigid body,analytical surface=rsur2,REFNODE=998
*surface,TYPE=CYLINDER,NAME=RSUR2
START,10,1.01
LINE,-1,1.01
*rigid body,analytical surface=rsur3,REFNODE=999
*surface,TYPE=CYLINDER,NAME=RSUR3
START,10,1.01
LINE,-1,1.01
*CONTACT PAIR,INTERACTION=CNTCT
SURF1,RSUR1
SURF2,RSUR2
SURF3,RSUR3
*SURFACE INTERACTION,NAME=CNTCT
**
**
*NSET,NSET=NFIX12
*NSET,NSET=NFIX2
*NSET,NSET=NFIX3,GEN
**
*ELEMENT,TYPE=SPRING1,ELSET=SPR
*SPRING,ELSET=SPR
3,
1.0E-3,
**
**
*INITIAL CONDITIONS,TYPE=TEMPERATURE
NALL,100,110,120
*INITIAL CONDITIONS,TYPE=FIELD
NALL,200.
*INITIAL CONDITIONS,TYPE=FIELD,VAR=2
NALL,300.
**
**
**  STEP 1: THERMAL LOADING AND APPLIED FIELD VARIABLE
*STEP
*STATIC
0.25,1.0
*TEMPERATURE
NALL,150,160,170
*FIELD
NALL,250
*BOUNDARY
NFIX12,1,2
NFIX2,2
NFIX3,3
997,1,6
998,1,6
999,1,6
*PRINT,CONTACT=YES
*EL PRINT,FREQ=5
THE,
TEMP,FV
*NODE PRINT,FREQ=5
COORD,
NT,
U,
** VERIFY TEMP AND FV INTERPOLATION FOR CONVERTED ELEMENTS
*OUTPUT,FIELD,FREQ=5
*ELEMENT OUTPUT
THE,FV
*NODE OUTPUT
NT,
*OUTPUT,HISTORY,FREQ=4
*CONTACT OUTPUT,SLAVE=SURF3
CSTRESS,
CFN,CAREA
*END STEP
**
**  STEP 2: ESTABLISH CONTACT
*STEP
*STATIC
0.50,1.0
*CONTACTCONTROLS,AUTOMATIC
*BOUNDARY
997,3,,-0.0102
998,3,,-0.0102
999,3,,-0.0102
*EL PRINT,  FREQ=0
*NODE PRINT,FREQ=0
*OUTPUT,HISTORY,FREQ=4
*CONTACT OUTPUT,SLAVE=SURF3
CSTRESS,
CFN,CAREA
*END STEP
**
**  STEP 3: APPLY LOADS
**
*STEP
*STATIC
0.20,1.0
*BOUNDARY,OP=NEW
NFIX12,1,2
NFIX2,2
NFIX3,3
997,1,2
998,1,2
999,1,2
997,4,6
998,4,6
999,3,,-0.0101
999,4,6
*CLOAD
997,3,-5.0E5
998,3,-5.0E5
*DLOAD
ESHELL,P,-1.0E3
ESHELL2,P,-1.0E3
*CONTACT PRINT,SLAVE=SURF3,FREQ=4
CSTRESS,
CFN,CAREA
*OUTPUT,HISTORY,FREQ=4
*CONTACT OUTPUT,SLAVE=SURF3
CSTRESS,
CFN,CAREA
*EL PRINT,FREQ=4
S,
TEMP,FV
*NODE PRINT,FREQ=4
U,
*NODE PRINT,FREQ=4,TOTALS=YES
RF,
*END STEP