*Heading *Node 1, 1., 0. 2, 2., 0. 3, 3., 0. 4, 1., 1. 5, 2., 1. 6, 3., 1. 7, 2., 1. 8, 3., 1. 9, 2., 3. 10, 3., 3. 990, 1., 3.01 991, 4.01, 3.01 999, 2.65, 3.01 1000, 2., 4. 2000, 1.7, 0. 2001, 1.7, 1. 3000, 1.7, 0. 3001, 1.7, 1. 4000, 2.3, 0. 4001, 3., 0.6 5000, 2.3, 0. 5001, 3., 0.6 *Element, type=CAX4RH 1, 1, 2, 5, 4 2, 2, 3, 6, 5 3, 7, 8, 10, 9 *Element, type=RAX2 99, 990, 991 *Nset, nset=RefPt 999, *Elset, elset=EALL, generate 1, 3, 1 *Elset, elset=I1, generate 1, 3, 1 *Solid Section, elset=I1, material=SOFT 1., *ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1 1099,2000,2001 *SURFACE SECTION,ELSET=SFMAX1-1 *REBAR LAYER REBAR1,0.100000,0.200000,0.000000,STIFF,30.000000,1 *EMBEDDED ELEMENT,HOST ELSET=EALL 1099, *ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-2 2099,3000,3001 *SURFACE SECTION,ELSET=SFMAX1-2 *REBAR LAYER REBAR1A,0.100000,0.200000,0.000000,STIFF,-30.000000,1 *EMBEDDED ELEMENT,HOST ELSET=EALL 2099, *ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-3 3099,4000,4001 *SURFACE SECTION,ELSET=SFMAX1-3 *REBAR LAYER REBAR2,0.100000,0.200000,0.000000,STIFF,45.000000,1 *EMBEDDED ELEMENT,HOST ELSET=EALL 3099, *ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-4 4099,5000,5001 *SURFACE SECTION,ELSET=SFMAX1-4 *REBAR LAYER REBAR2A,0.100000,0.200000,0.000000,STIFF,-45.000000,1 *EMBEDDED ELEMENT,HOST ELSET=EALL 4099, *REBAR,ELEMENT=CONTINUUM,MATERIAL=STIFF,GEOMETRY=ISOPARAMETRIC,NAME=REBAR3,SINGLE 3,0.1,0.5,0.5, *Nset, nset=G16 999, *Nset, nset=N1 1, *Nset, nset=N2 2, *Nset, nset=N3 3, *Nset, nset=N4 4, *Nset, nset=N7 5, *Nset, nset=N9 9, *Nset, nset=NALL 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 990, 991, 999, 1000 *Nset, nset=NHOOP 1, 2, 3, 4, 5, 6, 9, 10, 1000 *Nset, nset=RIG 999, *Elset, elset=RIGID 99, *Nset, nset=S4 7, 8 *Elset, elset=S1_SNEG 99, *Surface, type=ELEMENT, name=S1 S1_SNEG, SNEG *Elset, elset=S2_S2 3, *Surface, type=ELEMENT, name=S2 S2_S2, *Elset, elset=S3_S3 1, 2 *Surface, type=ELEMENT, name=S3 S3_S3, S3 *surface,type=node,NAME=S4 7,1.0 8,1.0 *Rigid Body, ref node=G16, elset=RIGID ** ** MATERIALS ** *Material, name=SOFT *Hyperelastic 1900., 0., 0.00024 *Material, name=STIFF *Elastic 1e+06, 0.3 ** ** INTERACTION PROPERTIES ** *Surface Interaction, name=ROUGH 1., *Surface Interaction, name=SMOOTH 1., *CONTACT PAIR,INTERACTION=SMOOTH, SMALL SLIDING, TIED, ADJUST=0.001, smooth=0.2 S4,S3 *CONTACT PAIR,INTERACTION=ROUGH, smooth=0.2 S2,S1 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom, unsymm=YES *Static 1., 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: Disp-BC-1 Type: Displacement/Rotation *Boundary N1, 1, 1 N1, 2, 2 ** Name: Disp-BC-2 Type: Displacement/Rotation *Boundary N4, 1, 1 N4, 2, 2 ** Name: Disp-BC-3 Type: Displacement/Rotation *Boundary N2, 2, 2 ** Name: Disp-BC-4 Type: Displacement/Rotation *Boundary N3, 2, 2 ** Name: Disp-BC-5 Type: Displacement/Rotation *Boundary N7, 1, 1 ** Name: Disp-BC-6 Type: Displacement/Rotation *Boundary N9, 1, 1 ** Name: Disp-BC-7 Type: Displacement/Rotation *Boundary RIG, 1, 1 ** Name: Disp-BC-8 Type: Displacement/Rotation *Boundary RIG, 3, 3 RIG, 4, 4 RIG, 5, 5 RIG, 6, 6 ** Name: Disp-BC-9 Type: Displacement/Rotation *Boundary RIG, 2, 2, -0.1 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=1 *Print, contact=YES ** ** FIELD OUTPUT: F-Output-3 ** *Output, field, variable=PRESELECT ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Element Output S, E ** ** FIELD OUTPUT: F-Output-1 ** *Node Output U, RF *Output, history, frequency=0 *El Print, freq=999999 *Node Print, freq=999999 *EL FILE, REBAR, F=1 S, E, *EL PRINT, REBAR, F=1 S, E, *CONTACT FILE *NODEFILE, F=1 U, RF, *End Step