*HEADING
   BENDING PROBLEM (S4RS)
*NODE,NSET=NALL
   1101,0.,0.2
   1111,.4,0.2
   1201,0.,0.2,.02
   1211,.4,0.2,.02
   11101,0.5,0.1
   11111,.9,0.1
   11201,0.5,0.1,.02
   11211,.9,0.1,.02
   1601,0.,0.55
   1611,.4,0.55
   1701,0.,0.55,.02
   1711,.4,0.55,.02
   11601,0.5,0.4
   11611,.9,0.4
   11701,0.5,0.4,.02
   11711,.9,0.4,.02
*NGEN,NSET=NALL
   1101,1111
   1201,1211
   1601,1611
   1701,1711
   11101,11111
   11201,11211
   11601,11611
   11701,11711
*NSET,NSET=SYM
1101,1201,11101,11201,
1601,1701,11601,11701
*NSET,NSET=END
1111,1211,11111,11211,
1611,1711,11611,11711
*ELEMENT,TYPE=S4RS,ELSET=SHELL2
   1101,1101,1201,1202,1102
*ELEMENT,TYPE=S4RS,ELSET=SHELL2O
   1601,1601,1701,1702,1602
*ELEMENT,TYPE=S4RS,ELSET=SHELL3
   11101,11101,11201,11202,11102
*ELEMENT,TYPE=S4RS,ELSET=SHELL3O
   11601,11601,11701,11702,11602
*ELGEN,ELSET=SHELL2
   1101,10,1,1
*ELGEN,ELSET=SHELL3
  11101,10,1,1
*ELGEN,ELSET=SHELL2O
   1601,10,1,1
*ELGEN,ELSET=SHELL3O
  11601,10,1,1
*ELSET,ELSET=ESYM
1101,11101,1601,11601
*ORIENTATION,NAME=ORI3,SYSTEM=RECT,DEFINITION=OFFSET TO NODES
2,4
3,0.0
*SHELL GENERAL SECTION,ELSET=SHELL2,COMPOSITE, POISSON=0.
0.006,3,STEEL
0.008,3,ALUMI
0.006,3,STEEL
*SHELL GENERAL SECTION,ELSET=SHELL2O,COMPOSITE, POISSON=0.0
0.006,3,STEEL,90.
0.008,3,ALUMI,90.
0.006,3,STEEL,90.
*SHELL GENERAL SECTION,ELSET=SHELL3,DENSITY=115.8, POISSON=0.0
2.952E+09, 0., 2.952E+09,0.,0.,1.476E+09,0.,0.,
0.,1.27744E+05,0.,0.,0.,0.,1.27744E+05,0.,
0.,0.,0.,0.,63872.,
*SHELL GENERAL SECTION,ELSET=SHELL3O,DENSITY=115.8,ORIENTATION=ORI3, POISSON=0.0,DEP=2
2.952E+09, 0., 2.952E+09,0.,0.,1.476E+09,0.,0.,
0.,1.27744E+05,0.,0.,0.,0.,1.27744E+05,0.,
0.,0.,0.,0.,63872.,

0.1, 0.1 ,, 0., 0.
0.1, 0.1 ,, 1., 0.
0.1, 0.1 ,, 0.,10.
1.0, 1.0 ,, 1.,10.
*MATERIAL,NAME=STEEL
*ELASTIC
   200.E9,0.
*DENSITY
   7850., 
*MATERIAL,NAME=ALUMI
*ELASTIC
   69.E9,0.
*DENSITY
   2700., 
*BOUNDARY
 END,1,5
 NALL,3,5
 SYM,1,1
 SYM,6,6
*AMPLITUDE,NAME=FUNC
   0.,0.,.02,1.
*RESTART,WRITE,NUMBER INTERVAL=2,TIMEMARKS=NO
**
** Sets added by addodb
**
*Elset,Elset=ODB_ESET
SHELL2, SHELL2O, SHELL3, SHELL3O
**
**
*Nset, Nset=ODB_NSET
NALL, NALL, SYM, END
**
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL2, SHELL2O, SHELL3, SHELL3O
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, NALL, SYM, END
ODB_NSET, 
**
*INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1
NALL, 1.0
*INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=2
NALL, 10.0
*STEP
*DYNAMIC,EXPLICIT
,.012
*DLOAD,AMPLITUDE=FUNC
SHELL2,P,-1.E8
SHELL3,P,-1.E8
SHELL2O,P,-1.E8
SHELL3O,P,-1.E8
***OUTPUT,HISTORY,TIME INTERVAL=1.2E-5
***NODE OUTPUT,NSET=SYM
**U,
***ELEMENT OUTPUT,ELSET=ESYM
**SF,SM1
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLCD,ALLPD,ALLFD,ALLWK,ETOTAL,DT
*FILE OUTPUT,TIMEMARKS=NO,NUMBER INTERVAL=1
*EL FILE
 ELEN,
*NODE FILE
U, 
*OUTPUT, FIELD, OP=ADD, TIMEMARKS=NO, NUMBER INTERVAL=1
*ELEMENT OUTPUT
 S,SP,LE,LEP
*ELEMENT OUTPUT
 ELEN,
*NODE OUTPUT
U, 
*OUTPUT, HISTORY, TIME INTERVAL=0.012
*ELEMENT OUTPUT, Elset=ODB_ESET
 S,SP,LE,LEP
*ELEMENT OUTPUT, Elset=ODB_ESET
 ELEN,
*NODE OUTPUT, Nset=ODB_NSET
U, 
*ENERGY OUTPUT,VARIABLE=ALL
*OUTPUT, FIELD, TIMEMARKS=NO, NUMBER INTERVAL=1
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 ELEN,
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U, 
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.012
*END STEP