*HEADING Transfer from Standard to Standard: elastic+plastic Dynamic->Dynamic transfer - First Standard analysis *RESTART,WRITE *NODE,NSET=ALL 1,0.0,0.0,0.0 2,1.0,0.0,0.0 3,1.0,1.0,0.0 4,0.0,1.0,0.0 5,0.5,0.0,0.0 6,1.0,0.5,0.0 7,0.5,1.0,0.0 8,0.0,0.5,0.0 9,0.5,0.5,0.0 *NSET,NSET=DISP 4,7,3 *NSET,NSET=DISP1 8,9,6 *ELEMENT,TYPE=CPE6,ELSET=ONE 1,1,2,4,5,9,8 2,2,3,4,6,7,9 *SOLID SECTION,ELSET=ONE,MATERIAL=MAT1 1.0, *MATERIAL,NAME=MAT1 *ELASTIC 200.E9,0.3 *PLASTIC 300.E6,0.0 350.E6,0.1 *DENSITY 7800.0 *STEP,NLGEOM *DYNAMIC 0.01,0.1 *BOUNDARY,TYPE=VELOCITY 1,1,2 2,1,2 5,1,2 DISP,2,2 DISP,1,1,1.0 DISP1,2,2 DISP1,1,1,0.5 *EL FILE S, EE, PE, *NODE FILE COORD, *OUTPUT,FIELD,VARIABLE=PRESELECT,FREQ=1 *ELEMENT OUTPUT S, EE, PE, *NODE OUTPUT COORD *END STEP *STEP,NLGEOM *DYNAMIC 0.01,0.1 *BOUNDARY,TYPE=VELOCITY 1,1,2 2,1,2 5,1,2 DISP,2,2 DISP,1,1,1.0 DISP1,2,2 DISP1,1,1,0.5 *EL FILE S, EE, LE, PE, *NODE FILE COORD, *END STEP