*Heading ** Job name: rectangle Model name: Model-1 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *Node 1, 6.66668, 10. 2, 6.66666, 0. 3, 20., 0. 4, 20., 10. 5, -6.66666, 10. 6, -6.66668, 0. 7, -20., 10. 8, -20., 0. 9, 6.66667, 5. 10, 13.33333, 0. 11, 20., 5. 12, 13.33334, 10. 13, 6.67572e-06, 10. 14, -6.66667, 5. 15, -6.67572e-06, 0. 16, -13.33333, 10. 17, -20., 5. 18, -13.33334, 0. 19, 13.33333, 5. 20, 0., 5. 21, -13.33333, 5. *Element, type=CPE4P 1, 1, 9, 19, 12 2, 9, 2, 10, 19 3, 12, 19, 11, 4 4, 19, 10, 3, 11 5, 2, 9, 20, 15 6, 9, 1, 13, 20 7, 15, 20, 14, 6 8, 20, 13, 5, 14 9, 6, 14, 21, 18 10, 14, 5, 16, 21 11, 18, 21, 17, 8 12, 21, 16, 7, 17 ** Region: (Section-1:Picked) *Elset, elset=_PickedSet2, internal, generate 1, 12, 1 ** Section: Section-1 *Solid Section, elset=_PickedSet2, material=Material-1 1., *End Instance *Nset, nset=center, instance=Part-1-1 20, *Nset, nset=left, instance=Part-1-1 7,8,17 *Nset, nset=right, instance=Part-1-1 3,4,11 *Nset, nset="adaptive mesh domain", instance=Part-1-1, generate 1, 21, 1 *Elset, elset="adaptive mesh domain", instance=Part-1-1, generate 1, 12, 1 *Nset, nset=amc, instance=Part-1-1 1, 4, 5, 7, 12, 13, 16 *Elset, elset=amc, instance=Part-1-1 1, 3, 6, 8, 10, 12 *Nset, nset=_PickedSet15, internal, instance=Part-1-1 2, 3, 6, 8, 10, 15, 18 *Elset, elset=_PickedSet15, internal, instance=Part-1-1 2, 4, 5, 7, 9, 11 *Elset, elset=__PickedSurf14_S4, internal, instance=Part-1-1 1, 3 *Elset, elset=__PickedSurf14_S2, internal, instance=Part-1-1, generate 6, 12, 2 *Surface, type=ELEMENT, name=_PickedSurf14, internal __PickedSurf14_S4, S4 __PickedSurf14_S2, S2 *End Assembly ** ** MATERIALS ** *Material, name=Material-1 *Elastic 1000., 0.3 *Permeability, specific=1. 1.E2,0. *initial conditions, type=ratio "adaptive mesh domain", 1.0 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=YES *soils,consolidation,end=period,utol=100. 0.1, 1.,0.05,0.1 ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Symmetry/Antisymmetry/Encastre *Boundary _PickedSet15, ENCASTRE left,xsymm right,xsymm left,8,8,0. right,8,8,1. ** ** LOADS ** ** Name: Load-1 Type: Pressure *Dsload _PickedSurf14, P, 100. ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, freq=9999 *element output S, *node output U, ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *ADAPTIVE MESH,ELSET="adaptive mesh domain",FREQ=1,MESH=6 *PRINT,ADAP=YES *adaptive mesh constraint, type=velocity, user amc,2,,5. *End Step