*HEADING
 Transfer from Explicit to Standard : Test for SC6R element 
 - Explicit analysis
 - loading in bending
*NODE,NSET=ALL
 1, 0., 0.,-0.02
 2, 2., 0.,-0.02
 3, 0., 2.,-0.02
 4, 2., 2.,-0.02
11, 0., 0., 0.02
12, 2., 0., 0.02
13, 0., 2., 0.02
14, 2., 2., 0.02
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=SC6R, ELSET=SHELL
 10, 1, 2, 3, 11, 12, 13
 11, 2, 4, 3, 12, 14, 13
*SHELL SECTION, ELSET=SHELL, MATERIAL=STEEL, CONTROLS=ENH
 0.04, 
*SECTION CONTROLS, NAME=ENH, HOURGLASS=ENHANCED
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*PLASTIC
 500.E6, 0.
 1000.E6, 1.
*DENSITY
 1000., 
*BOUNDARY
  1, 1,3
  2, 1,3
 11, 1,3
 12, 1,3
  3, 1,1
  4, 1,1
 13, 1,1
 14, 1,1
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP
*DYNAMIC,EXPLICIT
, 1.0
*BOUNDARY, TYPE=VELOCITY
 3, 3,3, 1.0
 4, 3,3, 1.0
*OUTPUT, FIELD
*ELEMENT OUTPUT
S,LE
EE
PE
PEEQ
STH
*NODE OUTPUT
U,V,RF
*END STEP