*Heading
** Job name: TEMP Model name: Model-1
**
** PARTS
**
*Part, name=PART-1
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=PART-1-1, part=PART-1
*Node
*Element, type=C3D8
*Elset, elset=BRICK
** Region: (Section-1-BRICK:BRICK)
*Elset, elset=_I1, internal
** Section: Section-1-BRICK
*Solid Section, elset=_I1, material=ELMAT
1.,
*ORIENTATION,NAME=REBAR1,DEFINITION=OFFSET TO NODES
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT1,NAME=REBAR1,SINGLE
BRICK,1.,.5,.5,1
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT2,NAME=REBAR2,SINGLE
BRICK,1.,.5,.5,2
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT3,NAME=REBAR3,SINGLE
BRICK,1.,.5,.5,3
*End Instance
*Nset, nset=BACK, instance=PART-1-1, generate
*Nset, nset=BOT, instance=PART-1-1
*Nset, nset=LEFT, instance=PART-1-1
*Nset, nset=EqnSet-1, instance=PART-1-1
*Nset, nset=EqnSet-2, instance=PART-1-1
*Nset, nset=EqnSet-3, instance=PART-1-1
*Nset, nset=EqnSet-4, instance=PART-1-1
*Nset, nset=EqnSet-5, instance=PART-1-1
*Nset, nset=EqnSet-6, instance=PART-1-1
*Elset, elset=__M12_S5, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M12, internal
__M12_S5, S5
*Elset, elset=__M13_S4, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M13, internal
__M13_S4, S4
*Elset, elset=__M14_S2, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M14, internal
__M14_S2, S2
*Elset, elset=__M15_S5, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M15, internal
__M15_S5, S5
*Elset, elset=__M16_S4, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M16, internal
__M16_S4, S4
*Elset, elset=__M17_S2, internal, instance=PART-1-1
*Surface, type=ELEMENT, name=_M17, internal
__M17_S2, S2
*Equation
EqnSet-1, 3, 1.
EqnSet-2, 3, -1.
*Equation
EqnSet-3, 2, 1.
EqnSet-4, 2, -1.
*Equation
EqnSet-5, 1, 1.
EqnSet-6, 1, -1.
*End Assembly
**
** MATERIALS
**
*Material, name=ELMAT
*Elastic
1.,0.
*Material, name=RBMAT1
*Elastic
 3e+07,0.
*Material, name=RBMAT2
*Elastic
 3e+07,0.
*Material, name=RBMAT3
*Elastic
 3e+07,0.
**
** BOUNDARY CONDITIONS
**
** Name: Disp-BC-1 Type: Displacement/Rotation
*Boundary
LEFT, 1, 1
** Name: Disp-BC-2 Type: Displacement/Rotation
*Boundary
BOT, 2, 2
** Name: Disp-BC-3 Type: Displacement/Rotation
*Boundary
BACK, 3, 3
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, perturbation
*Static
**
** LOADS
**
** Name: DISTFORCE-1   Type: Pressure
*Dsload
_M12, P, -1000.
** Name: DISTFORCE-2   Type: Pressure
*Dsload
_M13, P, -1000.
** Name: DISTFORCE-3   Type: Pressure
*Dsload
_M14, P, -1000.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, variable=PRESELECT
*Element Output
S,
E,
*Element Output, Rebar
S,
E,
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*El Print, freq=999999
*Node Print, freq=999999
*EL FILE, F=1
S,
E,
*EL FILE, REBAR, F=1
S,
E,
*NODE FILE, F=1
U,
RF,
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, nlgeom
LARGEDISPLACEMENTANALYSIS
*Static
1., 1., 1e-05, 1.
**
** LOADS
**
** Name: DISTFORCE-4   Type: Pressure
*Dsload
_M15, P, -1000.
** Name: DISTFORCE-5   Type: Pressure
*Dsload
_M16, P, -1000.
** Name: DISTFORCE-6   Type: Pressure
*Dsload
_M17, P, -1000.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-2
**
*Output, field, variable=PRESELECT
*Element Output
S,
E,
*Element Output, Rebar
S,
E,
**
** HISTORY OUTPUT: H-Output-2
**
*Output, history, variable=PRESELECT
*EL FILE, F=1
S,
E,
*EL FILE, REBAR, F=1
S,
E,
*NODE FILE, F=1
U,
RF,
*End Step