*Heading A full model using cohesive element and pipe will be compared with symmetric model ** Job name: Job-1 Model name: Model-1 ** Generated by: Abaqus/CAE 2018 (DEV) *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ---------------------------------------------------------------- ** ** PART INSTANCE: Part-1-1 ** *Node,nset=nall 1, 1., 1., 10. 2, 1., 1., 0. 3, 1., 2., 0. 4, 1., 2., 10. 5, 0., 1., 0. 6, 0., 2., 0. 7, 0., 2., 10. 8, 0., 1., 10. 9, 1., 0., 10. 10, 1., 0., 0. 11, 0., 0., 10. 12, 0., 0., 0. 13, 1., 1., 9. 14, 1., 1., 8. 15, 1., 1., 7. 16, 1., 1., 6. 17, 1., 1., 5. 18, 1., 1., 4. 19, 1., 1., 3. 20, 1., 1., 2. 21, 1., 1., 1. 22, 1., 2., 1. 23, 1., 2., 2. 24, 1., 2., 3. 25, 1., 2., 4. 26, 1., 2., 5. 27, 1., 2., 6. 28, 1., 2., 7. 29, 1., 2., 8. 30, 1., 2., 9. 31, 0., 1., 1. 32, 0., 1., 2. 33, 0., 1., 3. 34, 0., 1., 4. 35, 0., 1., 5. 36, 0., 1., 6. 37, 0., 1., 7. 38, 0., 1., 8. 39, 0., 1., 9. 40, 0., 2., 9. 41, 0., 2., 8. 42, 0., 2., 7. 43, 0., 2., 6. 44, 0., 2., 5. 45, 0., 2., 4. 46, 0., 2., 3. 47, 0., 2., 2. 48, 0., 2., 1. 49, 1., 0., 9. 50, 1., 0., 8. 51, 1., 0., 7. 52, 1., 0., 6. 53, 1., 0., 5. 54, 1., 0., 4. 55, 1., 0., 3. 56, 1., 0., 2. 57, 1., 0., 1. 58, 0., 0., 1. 59, 0., 0., 2. 60, 0., 0., 3. 61, 0., 0., 4. 62, 0., 0., 5. 63, 0., 0., 6. 64, 0., 0., 7. 65, 0., 0., 8. 66, 0., 0., 9. 67, 0., 1., 10. 68, 0., 1., 9. 69, 1., 1., 9. 70, 1., 1., 10. 71, 0., 1., 8. 72, 1., 1., 8. 73, 0., 1., 7. 74, 1., 1., 7. 75, 0., 1., 6. 76, 1., 1., 6. 77, 0., 1., 5. 78, 1., 1., 5. 79, 0., 1., 4. 80, 1., 1., 4. 81, 0., 1., 3. 82, 1., 1., 3. 83, 0., 1., 2. 84, 1., 1., 2. 85, 0., 1., 1. 86, 1., 1., 1. 87, 0., 1., 0. 88, 1., 1., 0. 89, 1., 1., 9. 90, 1., 1., 10. 91, 0., 1., 9. 92, 0., 1., 10. 93, 1., 1., 8. 94, 0., 1., 8. 95, 1., 1., 7. 96, 0., 1., 7. 97, 1., 1., 6. 98, 0., 1., 6. 99, 1., 1., 5. 100, 0., 1., 5. 101, 1., 1., 4. 102, 0., 1., 4. 103, 1., 1., 3. 104, 0., 1., 3. 105, 1., 1., 2. 106, 0., 1., 2. 107, 1., 1., 1. 108, 0., 1., 1. 109, 1., 1., 0. 110, 0., 1., 0. 1000,0.5,1,0 1001,0.5,5,0 *Element, type=C3D8p 1, 67, 68, 40, 7, 70, 69, 30, 4 2, 68, 71, 41, 40, 69, 72, 29, 30 3, 71, 73, 42, 41, 72, 74, 28, 29 4, 73, 75, 43, 42, 74, 76, 27, 28 5, 75, 77, 44, 43, 76, 78, 26, 27 6, 77, 79, 45, 44, 78, 80, 25, 26 7, 79, 81, 46, 45, 80, 82, 24, 25 8, 81, 83, 47, 46, 82, 84, 23, 24 9, 83, 85, 48, 47, 84, 86, 22, 23 10, 85, 87, 6, 48, 86, 88, 3, 22 11, 5, 31, 58, 12, 2, 21, 57, 10 12, 31, 32, 59, 58, 21, 20, 56, 57 13, 32, 33, 60, 59, 20, 19, 55, 56 14, 33, 34, 61, 60, 19, 18, 54, 55 15, 34, 35, 62, 61, 18, 17, 53, 54 16, 35, 36, 63, 62, 17, 16, 52, 53 17, 36, 37, 64, 63, 16, 15, 51, 52 18, 37, 38, 65, 64, 15, 14, 50, 51 19, 38, 39, 66, 65, 14, 13, 49, 50 20, 39, 8, 11, 66, 13, 1, 9, 49 *Element, type=COd3D8P 21, 1, 13, 39, 8, 70, 69, 68, 67, 90, 89, 91, 92 22, 13, 14, 38, 39, 69, 72, 71, 68, 89, 93, 94, 91 23, 14, 15, 37, 38, 72, 74, 73, 71, 93, 95, 96, 94 24, 15, 16, 36, 37, 74, 76, 75, 73, 95, 97, 98, 96 25, 16, 17, 35, 36, 76, 78, 77, 75, 97, 99, 100, 98 26, 17, 18, 34, 35, 78, 80, 79, 77, 99, 101, 102, 100 27, 18, 19, 33, 34, 80, 82, 81, 79, 101, 103, 104, 102 28, 19, 20, 32, 33, 82, 84, 83, 81, 103, 105, 106, 104 29, 20, 21, 31, 32, 84, 86, 85, 83, 105, 107, 108, 106 30, 21, 2, 5, 31, 86, 88, 87, 85, 107, 109, 110, 108 **Element, type=FP3D2,offset=100,elset=e_pipe *Element, type=FP3D2,elset=e_pipe 100, 1000,1001 *Nset, nset=Part-1-1_Set-5, generate 1, 88, 1 *Elset, elset=Part-1-1_Set-5, generate 1, 20, 1 *Elset, elset=Part-1-1_CohesiveSeam-1-Elements, generate 21, 30, 1 *Nset, nset=Part-1-1_CohesiveSeam-1-TopNodes, generate 67, 88, 1 *Nset, nset=Part-1-1_CohesiveSeam-1-BottomNodes 1, 2, 5, 8, 13, 14, 15, 16, 17, 18, 19, 20, 21, 31, 32, 33 34, 35, 36, 37, 38, 39 *Nset, nset=Part-1-1_CohesiveSeam-1-MidNodes, generate 89, 110, 1 *Elset, elset=_Part-1-1__PickedSurf4_S1, generate 21, 30, 1 *Surface, type=ELEMENT, name=Part-1-1__PickedSurf4 _Part-1-1__PickedSurf4_S1, S1 *Elset, elset=_Part-1-1_CohesiveSeam-1-TopSurf_S2, generate 21, 30, 1 *Surface, type=ELEMENT, name=Part-1-1_CohesiveSeam-1-TopSurf _Part-1-1_CohesiveSeam-1-TopSurf_S2, S2 *Elset, elset=_Part-1-1_CohesiveSeam-1-BottomSurf_S1, generate 21, 30, 1 *Surface, type=ELEMENT, name=Part-1-1_CohesiveSeam-1-BottomSurf _Part-1-1_CohesiveSeam-1-BottomSurf_S1, S1 ** Section: Section-1 *Solid Section, elset=Part-1-1_Set-5, material=Steel , ** Section: cohesive *Cohesive Section, elset=Part-1-1_CohesiveSeam-1-Elements, material=Mat1, response=TRACTION SEPARATION , *fluid pipe Section, elset=e_pipe, material=Material-1 *fluid pipe flow loss, type = blasius 0.0314, 0.2 , 0.0, 0.0, 0.0, 0.0 *Material, name=Material-1 *Density, porefluid 1., *Density 2., *conductivity,pore fluid 1 *conductivity 2 *SPECIFIC HEAT, PORE FLUID 100 *SPECIFIC HEAT 100 *Viscosity, definition = newtonian 0.0001 *Nset, nset=n_bot 9, 10, 11, 12, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60 61, 62, 63, 64, 65, 66 *Nset, nset=n_end 1, 4, 7, 8, 9, 11, 67, 70 *Nset, nset=n_top 3, 4, 6, 7, 22, 23, 24, 25, 26, 27, 28, 29, 30, 40, 41, 42 43, 44, 45, 46, 47, 48 *Nset, nset=n_side, generate 1, 88, 1 *Nset, nset=n_inlet 109,110 *Nset, nset=p_inlet 1001 *Nset, nset=n_outlet 90,92 *Material, Name=Steel *Elastic 2.11e+05, *density 1 *Conductivity 2. *specific heat 100 *density,pore fluid 1 *Conductivity,pore fluid 2. *specific heat,pore fluid 100 *permeability, specific=10 2.4e-4 *MATERIAL,NAME=MAT1 *ELASTIC,TYPE=TRACTION 1e3,1e3 *DAMAGE INITIATION,CRITERION=QUADS 0.3200e+3,1.0e+10 *DAMAGE EVOLUTION,TYPE=ENERGY 1e3 *density 1 *density,pore fluid 1 *permeability, specific=10 2.4e-4 *gap flow,type=newtonian 1.e-4 *fluid leakoff 0.5e3,0.5e3 *specific heat, pore fluid 100 *conductivity, pore fluid 1 *initial conditions,type=pore pressure Nall, 0.0 *initial conditions,type=ratio Nall, 0.1e-8 **initial conditions,type=initial gap **Part-1-1_CohesiveSeam-1-Elements *amplitude,name=aaa 0,0,0.5,1,1,1 *Surface, type=node, name=s_formation n_inlet *Surface, type=ELEMENT, name=s_pipe e_pipe,s3 *Tie, name=Constraint-1, adjust=no,type = surface to surface, position tolerance = 1 s_formation, s_pipe *step,name=step-1, nlgeom=yes, inc=10000, unsymm=yes *soils,consolidation, utol=28000. 0.001,1,1e-10,0.001 *Boundary n_end, 1,3 n_side,1,1 n_top,8,8,0. n_bot,8,8,0. n_outlet,8,8,0 *cflow p_inlet,, -15 *Output, Field, time interval=0.1 *node output por,u,v,cff,rvf,rvt,nt *element output gfvr por flvel fldvel fluvr pfopen s,nforc, le sdeg dmicrt sat leakvrt leakvrb aleakvrt aleakvrb sat ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history *node output,nset=p_inlet por *End Step