*HEADING : Uniaxial tension [C3D8R] /Explicit analysis --GLOBAL ELSET *RESTART,WRITE,OVERLAY *NODE 1, 0., 0. 2, 2., 0. 3, 4., 0. 4, 6., 0. 5, 8., 0. 6, 0., 0.5 7, 2., 0.5 8, 4., 0.5 9, 6., 0.5 10, 8., 0.5 11, 0., 1. 12, 2., 1. 13, 4., 1. 14, 6., 1. 15, 8., 1. 16, 0., 1.5 17, 2., 1.5 18, 4., 1.5 19, 6., 1.5 20, 8., 1.5 21, 0., 0., 0.5 22, 2., 0., 0.5 23, 4., 0., 0.5 24, 6., 0., 0.5 25, 8., 0., 0.5 26, 0., 0.5, 0.5 27, 2., 0.5, 0.5 28, 4., 0.5, 0.5 29, 6., 0.5, 0.5 30, 8., 0.5, 0.5 31, 0., 1., 0.5 32, 2., 1., 0.5 33, 4., 1., 0.5 34, 6., 1., 0.5 35, 8., 1., 0.5 36, 0., 1.5, 0.5 37, 2., 1.5, 0.5 38, 4., 1.5, 0.5 39, 6., 1.5, 0.5 40, 8., 1.5, 0.5 41, 0., 0., 1. 42, 2., 0., 1. 43, 4., 0., 1. 44, 6., 0., 1. 45, 8., 0., 1. 46, 0., 0.5, 1. 47, 2., 0.5, 1. 48, 4., 0.5, 1. 49, 6., 0.5, 1. 50, 8., 0.5, 1. 51, 0., 1., 1. 52, 2., 1., 1. 53, 4., 1., 1. 54, 6., 1., 1. 55, 8., 1., 1. 56, 0., 1.5, 1. 57, 2., 1.5, 1. 58, 4., 1.5, 1. 59, 6., 1.5, 1. 60, 8., 1.5, 1. *NSET,NSET=LOADED 5,10,15,20, 25,30,35,40, 45,50,55,60 *NSET,NSET=QA_TEST LOADED, *NSET,NSET=DRIVE 3, 4, 5, 8, 9, 10, 13, 14, 15, 18, 19, 20, 23, 24, 25, 28, 29, 30, 33, 34, 35, 38, 39, 40, 43, 44, 45, 48, 49, 50, 53, 54, 55, 58, 59, 60, *ELEMENT,TYPE=C3D8R,ELSET=EALL 1, 1, 2, 7, 6, 21, 22, 27, 26, 2, 2, 3, 8, 7, 22, 23, 28, 27, 3, 3, 4, 9, 8, 23, 24, 29, 28, 4, 4, 5, 10, 9, 24, 25, 30, 29, 5, 6, 7, 12, 11, 26, 27, 32, 31, 6, 7, 8, 13, 12, 27, 28, 33, 32, 7, 8, 9, 14, 13, 28, 29, 34, 33, 8, 9, 10, 15, 14, 29, 30, 35, 34, 9, 11, 12, 17, 16, 31, 32, 37, 36, 10, 12, 13, 18, 17, 32, 33, 38, 37, 11, 13, 14, 19, 18, 33, 34, 39, 38, 12, 14, 15, 20, 19, 34, 35, 40, 39, 13, 21, 22, 27, 26, 41, 42, 47, 46, 14, 22, 23, 28, 27, 42, 43, 48, 47, 15, 23, 24, 29, 28, 43, 44, 49, 48, 16, 24, 25, 30, 29, 44, 45, 50, 49, 17, 26, 27, 32, 31, 46, 47, 52, 51, 18, 27, 28, 33, 32, 47, 48, 53, 52, 19, 28, 29, 34, 33, 48, 49, 54, 53, 20, 29, 30, 35, 34, 49, 50, 55, 54, 21, 31, 32, 37, 36, 51, 52, 57, 56, 22, 32, 33, 38, 37, 52, 53, 58, 57, 23, 33, 34, 39, 38, 53, 54, 59, 58, 24, 34, 35, 40, 39, 54, 55, 60, 59, *ELSET,ELSET=SUBMELEMENTS 11,23,7,19,3,15,12,24,8,20,4,16 *ELSET,ELSET=LOAD 4,8,12,16,20,24 *ELSET,ELSET=EF 10,15, *SOLID SECTION,ELSET=EALL,MATERIAL=MAT1 *MATERIAL,NAME=MAT1 *ELASTIC 30.E6,0.3 *DENSITY 10.0 ** *AMPLITUDE,NAME=RAMP 0,0,5e-3,1 *STEP *DYNAMIC, EXPLICIT ,5e-3 *BOUNDARY 1,1,, 6,1,, 11,1,, 16,1,, 21,1,, 26,1,, 31,1,, 36,1,, 41,1,, 46,1,, 51,1,, 56,1,, 1,2,, 21,2,, 41,2,, 1,2,, 1,3,, *DLOAD,AMP=RAMP LOAD,P4,-1.E6 *********************************** *** DO NOT MODIFY THE GLOBAL *** *** FIL REQUEST ****** *********************************** *FILE OUTPUT,NUMBER INTERVAL=20 *NODE FILE U, ************** *OUTPUT, FIELD, NUMBER INTERVAL = 1 *NODE OUTPUT,NSET=QA_TEST U, *OUTPUT, HISTORY, TIME INT=5e-3 *ENERGY OUTPUT,VAR=PRESELECT ***************** *OUTPUT, HISTORY, TIME INT=5e-4 *NODE OUTPUT,NSET=LOADED U, ***************** *OUTPUT, FIELD, NUMBER INTERVAL = 20 *ELEMENT OUTPUT, ELSET=EALL S, *NODE OUTPUT U, **************** *END STEP