*HEADING : Uniaxial tension [C3D8] *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=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=C3D8,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 ** *STEP *STATIC 1.,1. *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 LOAD,P4,-2.E6 *EL PRINT,ELSET=EF,POS=AVERAGED AT NODES,FREQ=999 S, E, *NODE PRINT,NSET=LOADED U,COORD *FILE FORMAT,ZERO *NODE FILE,NSET=DRIVE U, *OUTPUT,HISTORY *ENERGY OUTPUT,VARIABLE=ALL *OUTPUT,FIELD,Frequency=999 *ELEMENT OUTPUT,ELSET=EF S, *OUTPUT,FIELD,Frequency=999 *ELEMENT OUTPUT,ELSET=EF,POS=NODES S,E, *OUTPUT,FIELD *NODE OUTPUT,NSET=DRIVE U, *END STEP *STEP *STATIC 0.1,1. *DLOAD,OP=MOD LOAD,P4,-1.E6 *END STEP