*HEADING : Uniaxial tension [C3D5] *preprint,model=yes *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=POINT 41, *NSET,NSET=LINE 1,21,41 *NSET,NSET=PLANE,GEN 1,56,5 *NSET,NSET=LOADED 5,10,15,20, 25,30,35,40, 45,50,55,60 *ELEMENT,TYPE=C3D5,ELSET=EALL 1, 27, 7, 2,22, 1 2, 27,22,21,26, 1 3, 27,26, 6, 7, 1 4, 27,22,42,47,41 5, 27,26,21,22,41 6, 27,47,46,26,41 7, 27,32,12, 7,11 8, 27, 7, 6,26,11 9, 27,26,31,32,11 10,27,47,52,32,51 11,27,26,46,47,51 12,27,32,31,26,51 13,32,37,17,12,11 14,32,31,36,37,11 15,37,36,16,17,11 16,32,52,57,37,51 17,32,37,36,31,51 18,37,57,56,36,51 19,27,22, 2, 7, 3 20,27,28,23,22, 3 21,27, 7, 8,28, 3 22,27,47,42,22,43 23,27,22,23,28,43 24,27,28,48,47,43 25,27, 7,12,32,13 26,27,32,33,28,13 27,27,28, 8, 7,13 28,27,32,52,47,53 29,27,28,33,32,53 30,27,47,48,28,53 31,32,12,17,37,13 32,32,37,38,33,13 33,37,17,18,38,13 34,32,37,57,52,53 35,32,33,38,37,53 36,37,38,58,57,53 *ELGEN,ELSET=EALL 1, 2,2,100 2, 2,2,100 3, 2,2,100 4, 2,2,100 5, 2,2,100 6, 2,2,100 7, 2,2,100 8, 2,2,100 9, 2,2,100 10,2,2,100 11,2,2,100 12,2,2,100 13,2,2,100 14,2,2,100 15,2,2,100 16,2,2,100 17,2,2,100 18,2,2,100 19,2,2,100 20,2,2,100 21,2,2,100 22,2,2,100 23,2,2,100 24,2,2,100 25,2,2,100 26,2,2,100 27,2,2,100 28,2,2,100 29,2,2,100 30,2,2,100 31,2,2,100 32,2,2,100 33,2,2,100 34,2,2,100 35,2,2,100 36,2,2,100 *ELSET,ELSET=LOAD3 120,124,127,129,135,136 *ELSET,ELSET=LOAD4 121,123,126,130,132,133 *surface,name=sload LOAD3,S3 LOAD4,S4 *ELSET,ELSET=EF 10,15, *SOLID SECTION,ELSET=EALL,MATERIAL=MAT1 *MATERIAL,NAME=MAT1 *ELASTIC 30.E6,0.3 *BOUNDARY POINT,1,3 LINE,2,2 PLANE,1,1 *STEP *STATIC 0.1,1.,0.05,1. *DLOAD LOAD3,P3,-1.E6 LOAD4,P4,-1.E6 *EL PRINT,ELSET=EF,POS=AVERAGED AT NODES S, E, *EL PRINT,ELSET=EF,POS=NODES S, E, *ENERGY FILE *OUTPUT,HISTORY,FREQUENCY=1 *ENERGY OUTPUT,VARIABLE=PRESELECT *OUTPUT,FIELD,FREQ=1 *ELEMENT OUTPUT S, *OUTPUT,FIELD,FREQ=999 *ELEMENT OUTPUT,position=nodes S,E, *NODE FILE,FREQ=2 U,RF, *OUTPUT,FIELD,FREQ=2 *NODE OUTPUT U,RF, *EL PRINT,FREQ=999 S, E, *NODE PRINT,FREQ=999 U,COORD, *END STEP