*HEADING
 Transfer from Explicit to Standard : Test for CPE4R element 
 - Explicit analysis
 - loading in tension
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=CPE4R, ELSET=SHELL
 10, 1,2,4,3
*SOLID SECTION, ELSET=SHELL, MATERIAL=STEEL
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 1000., 
*BOUNDARY
 1, 1,2
 2, 2,2
 3, 1,1
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
*STEP
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 2, 1, 1, 2.
 4, 1, 1, 2.
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
 S,LE
 PEEQ,PE 
*NODE FILE
 U,
 COORD,
*NSET,NSET=QA_TEST
side
*elset,elset=qa_test
shell
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1
*NODE OUTPUT, NSET=QA_TEST
 U,
*element output,elset=QA_TEST
LE
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.025
*END STEP