** Abaqus input file created by pyFormex 0.9.0~a4 (http://pyformex.org) ** *HEADING Model: dispCil Date: 2013-03-18 17:54:24.810836 Created by pyFormex Script: /home/gianluca/FEops/abq-examples/examples-impose-displ/imposed-displacements-GDS.py ##!/usr/bin/env pyformex ##!/usr/bin/env pyformex ## $Id$ *NODE, NSET=Nall 1, -3.090170e-01, -9.510565e-01, 0.000000e+00 2, -3.090170e-01, -9.510565e-01, 5.000000e-01 3, 3.090170e-01, -9.510565e-01, 0.000000e+00 4, 3.090170e-01, -9.510565e-01, 5.000000e-01 5, -8.090170e-01, -5.877852e-01, 0.000000e+00 6, -8.090170e-01, -5.877852e-01, 5.000000e-01 7, 8.090170e-01, -5.877852e-01, 0.000000e+00 8, 8.090170e-01, -5.877852e-01, 5.000000e-01 9, -1.000000e+00, 1.154274e-08, 0.000000e+00 10, -1.000000e+00, 1.154274e-08, 5.000000e-01 11, 1.000000e+00, 0.000000e+00, 0.000000e+00 12, 1.000000e+00, 0.000000e+00, 5.000000e-01 13, -8.090170e-01, 5.877852e-01, 0.000000e+00 14, -8.090170e-01, 5.877852e-01, 5.000000e-01 15, 8.090170e-01, 5.877852e-01, 0.000000e+00 16, 8.090170e-01, 5.877852e-01, 5.000000e-01 17, -3.090170e-01, 9.510565e-01, 0.000000e+00 18, -3.090170e-01, 9.510565e-01, 5.000000e-01 19, 3.090170e-01, 9.510565e-01, 0.000000e+00 20, 3.090170e-01, 9.510565e-01, 5.000000e-01 21, 3.000000e+00, 3.000000e+00, 3.000000e+00 22, 3.500000e+00, 3.000000e+00, 3.000000e+00 23, 4.000000e+00, 3.000000e+00, 3.000000e+00 24, 3.000000e+00, 3.500000e+00, 3.000000e+00 25, 3.500000e+00, 3.500000e+00, 3.000000e+00 26, 4.000000e+00, 3.500000e+00, 3.000000e+00 27, 3.000000e+00, 4.000000e+00, 3.000000e+00 28, 3.500000e+00, 4.000000e+00, 3.000000e+00 29, 4.000000e+00, 4.000000e+00, 3.000000e+00 30, 3.000000e+00, 3.000000e+00, 3.500000e+00 31, 3.500000e+00, 3.000000e+00, 3.500000e+00 32, 4.000000e+00, 3.000000e+00, 3.500000e+00 33, 3.000000e+00, 3.500000e+00, 3.500000e+00 34, 3.500000e+00, 3.500000e+00, 3.500000e+00 35, 4.000000e+00, 3.500000e+00, 3.500000e+00 36, 3.000000e+00, 4.000000e+00, 3.500000e+00 37, 3.500000e+00, 4.000000e+00, 3.500000e+00 38, 4.000000e+00, 4.000000e+00, 3.500000e+00 39, 3.000000e+00, 3.000000e+00, 4.000000e+00 40, 3.500000e+00, 3.000000e+00, 4.000000e+00 41, 4.000000e+00, 3.000000e+00, 4.000000e+00 42, 3.000000e+00, 3.500000e+00, 4.000000e+00 43, 3.500000e+00, 3.500000e+00, 4.000000e+00 44, 4.000000e+00, 3.500000e+00, 4.000000e+00 45, 3.000000e+00, 4.000000e+00, 4.000000e+00 46, 3.500000e+00, 4.000000e+00, 4.000000e+00 47, 4.000000e+00, 4.000000e+00, 4.000000e+00 *ELSET,ELSET=addset 1, 11, *ELEMENT, TYPE=SFM3D4R, ELSET=Eset_1_grp_0_cylinder 1, 11, 15, 16, 12 2, 15, 19, 20, 16 3, 19, 17, 18, 20 4, 17, 13, 14, 18 5, 13, 9, 10, 14 6, 9, 5, 6, 10 7, 5, 1, 2, 6 8, 1, 3, 4, 2 9, 3, 7, 8, 4 10, 7, 11, 12, 8 *ELSET,ELSET=Eall Eset_1_grp_0_cylinder *ELSET,ELSET=cylinder Eset_1_grp_0_cylinder *ELEMENT, TYPE=C3D8R, ELSET=Eset_2_grp_1_X 11, 21, 22, 25, 24, 30, 31, 34, 33 12, 22, 23, 26, 25, 31, 32, 35, 34 13, 24, 25, 28, 27, 33, 34, 37, 36 14, 25, 26, 29, 28, 34, 35, 38, 37 15, 30, 31, 34, 33, 39, 40, 43, 42 16, 31, 32, 35, 34, 40, 41, 44, 43 17, 33, 34, 37, 36, 42, 43, 46, 45 18, 34, 35, 38, 37, 43, 44, 47, 46 *ELSET,ELSET=Eall Eset_2_grp_1_X *ELSET,ELSET=X Eset_2_grp_1_X *SURFACE SECTION, ELSET=cylinder, DENSITY=1e-09 *MATERIAL, NAME=matX *ELASTIC 1000.0,0.4 *DENSITY 1e-09 *SOLID SECTION, ELSET=X, MATERIAL=matX *STEP, NLGEOM=YES *DYNAMIC, EXPLICIT, ELEMENT BY ELEMENT, SCALE FACTOR=0.5 , 0.0001, , 1e-06 *OUTPUT, FIELD, NUMBER INTERVAL=10 *ELEMENT OUTPUT, ELSET=Eall S *NODE OUTPUT, NSET=Nall U COORD *END STEP