*Heading ** Job name: cube_v2 Model name: cube_v2 ** Generated by: Abaqus/CAE 6.14-1 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=prisma *Node 1, 1., 2., 3. 2, 1., 1., 3. 3, 1., 0., 3. 4, 1., 2., 2. 5, 1., 1., 2. 6, 1., 0., 2. 7, 1., 2., 1. 8, 1., 1., 1. 9, 1., 0., 1. 10, 1., 2., 0. 11, 1., 1., 0. 12, 1., 0., 0. 13, 0., 2., 3. 14, 0., 1., 3. 15, 0., 0., 3. 16, 0., 2., 2. 17, 0., 1., 2. 18, 0., 0., 2. 19, 0., 2., 1. 20, 0., 1., 1. 21, 0., 0., 1. 22, 0., 2., 0. 23, 0., 1., 0. 24, 0., 0., 0. *Element, type=C3D8R 1, 13, 14, 17, 16, 1, 2, 5, 4 2, 14, 15, 18, 17, 2, 3, 6, 5 3, 16, 17, 20, 19, 4, 5, 8, 7 4, 17, 18, 21, 20, 5, 6, 9, 8 5, 19, 20, 23, 22, 7, 8, 11, 10 6, 20, 21, 24, 23, 8, 9, 12, 11 *Nset, nset=set+X, generate 1, 12, 1 *Elset, elset=set+X, generate 1, 6, 1 *Nset, nset=set+Y, generate 1, 22, 3 *Elset, elset=set+Y, generate 1, 5, 2 *Nset, nset=set+Z 1, 2, 3, 13, 14, 15 *Elset, elset=set+Z 1, 2 *Nset, nset=set-X, generate 13, 24, 1 *Elset, elset=set-X, generate 1, 6, 1 *Nset, nset=set-Y, generate 3, 24, 3 *Elset, elset=set-Y, generate 2, 6, 2 *Nset, nset=set-Z 10, 11, 12, 22, 23, 24 *Elset, elset=set-Z 5, 6 *Nset, nset=ALL, generate 1, 24, 1 *Elset, elset=ALL, generate 1, 6, 1 ** Section: USERSEC *Solid Section, elset=ALL, material=USDFLD-rho , *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=prisma-1, part=prisma 0., 0., 1. *End Instance ** *End Assembly ** ** MATERIALS ** *Material, name=USDFLD-rho *Density, dependencies=1 100., ,0. 1., ,5. *Depvar 1, *Elastic 1.,0. *User Defined Field *Material, name=USERMAT *Density, dependencies=3 1000., , 0., 0., 0. 10000., , 0., 0.,100. *Depvar 3, *Elastic, dependencies=3 1., 0., , 1., 0., 0. 100., 0., ,100., 0., 0. *User Defined Field *Material, name=general *Elastic 100., 0.1 ** ** BOUNDARY CONDITIONS ** ** Name: X Type: Displacement/Rotation *Boundary prisma-1.set-X, 1, 1 ** Name: Y Type: Displacement/Rotation *Boundary prisma-1.set-Y, 2, 2 ** Name: Z Type: Displacement/Rotation *Boundary prisma-1.set-Z, 3, 3 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=NO *Static 0.5, 1., 1e-05, 0.5 ** ** BOUNDARY CONDITIONS ** ** Name: Last Type: Displacement/Rotation *Boundary prisma-1.set+Z, 3, 3, 3. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Node Output CF, COORD, RF, U *Element Output, directions=YES E, FV, S, SDV ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2, nlgeom=NO *Static 0.5, 1., 1e-05, 0.5 ** ** BOUNDARY CONDITIONS ** ** Name: Last Type: Displacement/Rotation *Boundary, op=NEW ** Name: X Type: Displacement/Rotation *Boundary, op=NEW prisma-1.set-X, 1, 1 ** Name: Y Type: Displacement/Rotation *Boundary, op=NEW prisma-1.set-Y, 2, 2 ** Name: Z Type: Displacement/Rotation *Boundary, op=NEW prisma-1.set-Z, 3, 3 ** ** LOADS ** ** Name: Load-1 Type: Gravity *Dload , GRAV, 1., 0., 1., 0. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Node Output CF, COORD, RF, U *Element Output, directions=YES E, FV, S, SDV ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step