*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 *Element, type=C3D10M, elset=cube1 1, 9, 6, 8, 7, 12, 11, 10, 14, 13, 15 2, 9, 3, 6, 4, 17, 16, 12, 19, 18, 20 *Solid Section, elset=cube1, material=Material-1, orientation=ori1 1., *Orientation, name=ori1 1.,1.,1., -1.,1.,-1. *Element, type=C3D10M, elset=cube2 3, 9, 4, 6, 7, 19, 20, 12, 14, 21, 13 4, 9, 5, 8, 6, 23, 22, 10, 12, 24, 11 *Solid Section, elset=cube2, material=Material-1, orientation=ori2 1., *Orientation, name=ori2 1.,1.,-1., -1.,1.,1. 2, 1.0 *Element, type=C3D10M, elset=cube3 5, 9, 3, 5, 6, 17, 25, 23, 12, 16, 24 6, 9, 5, 2, 8, 23, 27, 26, 10, 22, 28 *Solid Section, elset=cube3, material=Material-1, orientation=ori3 1., *Orientation, name=ori3 -1.,1.,-1., 1.,1.,1. 2, 2.0 *Element, type=C3D10M, elset=cube4 7, 9, 2, 5, 3, 26, 27, 23, 17, 29, 25 8, 9, 4, 2, 3, 19, 30, 26, 17, 18, 29 *Solid Section, elset=cube4, material=Material-1, orientation=ori4 1., *Orientation, name=ori4 -1.,-1.,1., 1.,-1.,-1. 2, 3.0 *Element, type=C3D10M, elset=cube5 9, 9, 1, 2, 4, 32, 31, 26, 19, 33, 30 10, 9, 8, 2, 1, 10, 28, 26, 32, 34, 31 *Solid Section, elset=cube5, material=Material-1, orientation=ori5 1., *Orientation, name=ori5 -1.,1.,1., 1.,1.,-1. 2, -2.0 *Element, type=C3D10M, elset=cube6 11, 9, 7, 1, 4, 14, 35, 32, 19, 21, 33 12, 9, 8, 1, 7, 10, 34, 32, 14, 15, 35 *Solid Section, elset=cube6, material=Material-1, orientation=ori6 1., *Orientation, name=ori6 -1.,-1.,-1., 1.,-1.,1. 2, -1.0 *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 ** ** --------------------------------------------------