*HEADING ADAPTIVE MESHING EXAMPLE Units: N, m *RESTART,TIMEMARKS=NO,WRITE,NUM=5 *NODE 301,1., 1. 400,1.,28.6 401,1.575,1. 500,1.575,28.6 *NSET,NSET=LEFTLAG 301,401 *NSET,NSET=RIGHTLAG 400,500 *NFILL,NSET=NALLLAG LEFTLAG,RIGHTLAG,99,1 *ELEMENT,TYPE=CAX4R,ELSET=RUBBERLAG 101,301,401,402,302 *ELGEN,ELSET=RUBBERLAG 101,99,1,1,1, ******************* *NODE 601,1., 30. 700,1., 57.6 701,1.575,30. 800,1.575,57.6 *NSET,NSET=LEFTEU 601,701 *NSET,NSET=RIGHTEU 700,800 *NFILL,NSET=NALLEU LEFTEU,RIGHTEU,99,1 *ELEMENT,TYPE=CAX4R,ELSET=RUBBEREU 201,601,701,702,602 *ELGEN,ELSET=RUBBEREU 201,99,1,1,1, *ELSET, ELSET=EULER1 201, *ELSET, ELSET=EULER2 299, ******************* *SOLID SECTION,ELSET=RUBBEREU,MATERIAL=RUBBER,CONTROL=SECTEU *SECTION CONTROLS, NAME=SECTEU, HOURGLASS=STIFFNESS *SOLID SECTION,ELSET=RUBBERLAG,MATERIAL=RUBBER,CONTROL=SECTLAG *SECTION CONTROLS, NAME=SECTLAG, HOURGLASS=STIFFNESS *MATERIAL,NAME=RUBBER *HYPERELASTIC,POLYNOMIAL,N=1 .690E+6,.173E+6 *DENSITY 1068., *NSET,NSET=OUT 301,401,325,350,375 601,701,625,650,675 *NSET,NSET=QA_TESTOUT 301,401,325,350,375 601,701,625,650,675 *NSET,NSET=XSYM,GEN 301,400,1 401,500,1 601,700,1 701,800,1 *BOUNDARY XSYM,XSYMM *NSET, NSET=EULER RIGHTEU,LEFTEU *AMPLITUDE, DEFINITION=SMOOTH STEP,NAME=AMP,TIME=TOTAL TIME 0.0,7.7, 7.5E-3, 27.7,15.E-3, 7.7, 1.0,7.7 *INITIAL CONDITIONS, TYPE=VELOCITY NALLLAG,2,7.7 NALLEU,2,7.7 *SURFACE,TYPE=ELEMENT, NAME=EULER2, REGION TYPE=EULERIAN EULER2,S3 *NSET,NSET=QA_TEST_OUT OUT, ** *STEP *DYNAMIC,EXPLICIT ,20.E-3 *BOUNDARY,TYPE=VELOCITY,AMPLITUDE=AMP 301,2,2,1.0 401,2,2,1.0 601,2,2,1.0 701,2,2,1.0 *FILE OUTPUT, NUMBER=2, TIME MARKS=YES *NODE FILE,NSET=OUT U, ***OUTPUT,HISTORY,TIME INTERVAL=1.E-4 ***NODE OUTPUT,NSET=OUT **U,V ***ENERGY OUTPUT **ALLKE,ALLIE,ALLAE,ALLVD,ALLWK,ETOTAL, **DT, *OUTPUT,FIELD,NUMBER INTERVAL=3,VARIABLE=PRESELECT *OUTPUT,FIELD,NUMBER INTERVAL=4 *NODE OUTPUT,NSET=QA_TESTOUT U,V *OUTPUT, FIELD, NUMBER INTERVAL=2, TIMEMARKS=YES *NODE OUTPUT, NSET=QA_TEST_OUT U, *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.01 *END STEP *STEP *DYNAMIC, EXPLICIT ,110.E-3 *BOUNDARY,TYPE=VELOCITY,AMPLITUDE=AMP,REGION TYPE=EULERIAN 601,2,2,1.0 701,2,2,1.0 *ADAPTIVE MESH, ELSET=RUBBEREU,,CONTROLS=UPDATED,FREQUENCY=1,INITIAL MESH SWEEPS=1 *ADAPTIVE MESH CONSTRAINT EULER,2,2,0.0 *ADAPTIVE MESH CONTROLS,NAME=UPDATED,MOMENTUM ADVECTION=HALF INDEX SHIFT, MESHING PREDICTOR=PREVIOUS *FILE OUTPUT, NUMBER=2, TIME MARKS=YES *NODE FILE,NSET=OUT U, *OUTPUT, FIELD, NUMBER INTERVAL=2, TIMEMARKS=YES *NODE OUTPUT, NSET=QA_TEST_OUT U, *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.055 *END STEP