*Heading *Node 1, 0.5, 0.5, 1. 2, 0.5, -0.5, 1. 3, 0.5, -0.5, 0. 4, 0.5, 0.5, 0. 5, -0.5, -0.5, 1. 6, -0.5, -0.5, 0. 7, -0.5, 0.5, 0. 8, -0.5, 0.5, 1. 9, 0., 0., 0.5 10, -0.25, 0.25, 0.75 11, -0.5, 0., 0.5 12, -0.25, -0.25, 0.25 13, -0.5, 0., 0. 14, -0.25, 0.25, 0.25 15, -0.5, 0.5, 0.5 16, 0., -0.5, 0. 17, 0.25, -0.25, 0.25 18, 0.5, 0., 0. 19, 0.25, 0.25, 0.25 20, 0., 0., 0. 21, 0., 0.5, 0. 22, -0.5, 0., 1. 23, -0.25, -0.25, 0.75 24, -0.5, -0.5, 0.5 25, 0., -0.5, 0.5 26, 0.25, -0.25, 0.75 27, 0., -0.5, 1. 28, 0., 0., 1. 29, 0.5, -0.5, 0.5 30, 0.5, 0., 0.5 31, 0.5, 0., 1. 32, 0.25, 0.25, 0.75 33, 0.5, 0.5, 0.5 34, 0., 0.5, 1. 35, 0., 0.5, 0.5 *Elset, elset=cube1 1,2 *Elset, elset=cube2 3,4 *Elset, elset=cube3 5,6 *Elset, elset=cube4 7,8 *Elset, elset=cube5 9,10 *Elset, elset=cube6 11,12 *Element, type=C3D10M, elset=cube 1, 9, 6, 8, 7, 12, 11, 10, 14, 13, 15 2, 9, 3, 6, 4, 17, 16, 12, 19, 18, 20 3, 9, 4, 6, 7, 19, 20, 12, 14, 21, 13 4, 9, 5, 8, 6, 23, 22, 10, 12, 24, 11 5, 9, 3, 5, 6, 17, 25, 23, 12, 16, 24 6, 9, 5, 2, 8, 23, 27, 26, 10, 22, 28 7, 9, 2, 5, 3, 26, 27, 23, 17, 29, 25 8, 9, 4, 2, 3, 19, 30, 26, 17, 18, 29 9, 9, 1, 2, 4, 32, 31, 26, 19, 33, 30 10, 9, 8, 2, 1, 10, 28, 26, 32, 34, 31 11, 9, 7, 1, 4, 14, 35, 32, 19, 21, 33 12, 9, 8, 1, 7, 10, 34, 32, 14, 15, 35 *Distribution Table, name=OrientationTable coord3d, coord3d *Distribution, name=distOri, table=orientationTable, location=element , 1., 0., 0., 0., 1., 0. cube1, 1., 1., 1., -1., 1.,-1. cube2, 1., 1.,-1., -1., 1., 1. cube3, -1., 1.,-1., 1., 1., 1. cube4, -1.,-1., 1., 1.,-1.,-1. cube5, -1., 1., 1., 1., 1.,-1. cube6, -1.,-1.,-1., 1.,-1., 1. *Distribution Table, name=AngleTable angle *Distribution, name=distAngle, table=AngleTable, location=element ,0 cube1, 1.0 cube2, 1.0 cube3, 2.0 cube4, 3.0 cube5, -2.0 cube6, -1.0 *Orientation, name=ori distOri 2, distAngle *Solid Section, elset=cube, material=Material-1, orientation=ori 1., *Nset, nset=Fix 1, 2, 3, 5, 6, 16, 24, 25, 27, 29 *Nset, nset=Load 4, 7, 8, 15, 21, 33, 34, 35 ** ** MATERIALS ** *Material, name=Material-1 *Elastic, type=ENGINEERING CONSTANTS 3e+06, 4e+06, 5e+06, 0.1, 0.2, 0.3,300000.,400000. 500000., *Density 0.750E-1 ** 0.750E-3 *Elset, elset=eall, generate 1, 12,1 *Boundary Fix, 1,3 ** *Elset, Elset =QA_TEST eall, *Nset, Nset =QA_TEST Load, ** *step, nlgeom=yes, name=step-8 dynamic *Dynamic, Explicit , 1.0 *Amplitude, Name=Smooth, Def=Smooth Step 0., 0., 0.5, 1.0, 1., 1. *Boundary, AMP=Smooth load, 1, 1, 0.025 load, 2, 2, 0.050 *Output, field, op=new, Time Int = 0.25, Time Marks =Yes *Node output, Nset =QA_TEST u, *Node output u, *Element output, Elset =QA_Test s, *Output, hist, filter=antialiasing, Time Int=0.001 *Element Output, Elset=QA_TEST S, LE *Node Output, Nset=QA_TEST U, *Energy output, VAR=PRESELECT *end step ** ** --------------------------------------------------