*HEADING
 Transfer from Standard to Explicit: Test for S4R element 
 - Standard analysis
 - loading in bending
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=S4R, ELSET=SHELL
 10, 1,2,4,3
*DISTRIBUTION TABLE, NAME=DIST_TABLE_THICK
 LENGTH
*DISTRIBUTION, NAME=DIST_THICK, LOCATION=ELEMENT, TABLE=DIST_TABLE_THICK
 ,0.001
 SHELL, 0.002
*SHELL SECTION, ELSET=SHELL, MATERIAL=STEEL,CONTROLS=HGC,SHELL THICKNESS=DIST_THICK
 1.,
*SECTION CONTROLS,NAME=HGC,HOURGLASS=ENHANCED,SECOND ORDER ACCURACY=NO
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.
*DENSITY
 1000., 
*BOUNDARY
 1, 1,6
 2, 1,6
 3, 1,1
 3, 5,6
 4, 1,1
 4, 5,6
*AMPLITUDE, name=RAMP
 0.0, 0.0, 2.0, 1.0
*RESTART,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP,NLGEOM,INC=50
*STATIC 
 0.1, 1.
*PRINT,FREQ=1
*BOUNDARY, type=VELOCITY, amp=RAMP
 3, 4,4, 1.0
 4, 4,4, 1.0
*EL PRINT,FREQ=1
 S,
 E,
 STH,
 PEEQ,
*NODE PRINT,FREQ=1
 U,
 COORD,
 RF,
*ENERGY PRINT
 ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*EL FILE, DIRECTIONS=YES
 S,E
 STH,
*NODE FILE
 U,COORD
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E
 STH,
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,E
 STH,
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,COORD
*END STEP