*HEADING *RESTART,TIMEMARKS=NO,WRITE,NUMBER=2 *NODE, NSET=QA_TEST_ALLNODES 1, 11,10 *NGEN, NSET=QA_TEST_ALLNODES 1,11 *NODE, NSET=REF 999,5,-1 *ELEMENT, TYPE=R2D2, ELSET=RIG 1,1,6 2,6,11 *NODE, NSET=BOT 101,1,1 102,2,1 *NODE, NSET=TOP 103,2,2 104,1,2 *ELEMENT, TYPE=CPE4R, ELSET=DEF 101,101,102,103,104 *SOLID SECTION, ELSET=DEF, MATERIAL=MAT *MATERIAL, NAME=MAT *ELASTIC 2.0E11, 0.3 *DENSITY 1000., *BOUNDARY 999,1,2 999,6,6 *SURFACE,TYPE=ELEMENT, NAME=MA RIG, SPOS *SURFACE,TYPE=ELEMENT, NAME=SL DEF,S1 *RIGID BODY, ELSET=RIG, REFNODE=999 ** *NSET, NSET=QA_TEST_ALLNODES QA_TEST_ALLNODES, REF, BOT, TOP ** *ELSET,ELSET=QA_TEST_DEF DEF, ** *STEP *DYNAMIC, EXPLICIT ,0.12 *BOUNDARY, TYPE=VELOCITY TOP,2,2,-10.0 *CONTACT PAIR, INTERACTION=INT SL, MA *SURFACE INTERACTION, NAME=INT ***OUTPUT,HISTORY,TIME INTERVAL=0.0 ***NODE OUTPUT,NSET=BOT **U,V,A ***NODE OUTPUT,NSET=TOP **U,V,A ***ELEMENT OUTPUT,ELSET=DEF **S, ***ENERGY OUTPUT **ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL *FILE OUTPUT,TIMEMARKS=YES, NUM=1 *EL FILE, ELSET=DEF S,LE *NODE FILE U, COORD, *ENERGY FILE *OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=1 *ELEMENT OUTPUT, ELSET=QA_TEST_DEF S,LE *NODE OUTPUT, NSET=QA_TEST_ALLNODES U, COORD, *OUTPUT,FIELD,VARIABLE=PRESELECT *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.12 *END STEP