*Heading
 nonlinear kinematic hardening - axisymmetric model
** Job name: nkh_axi Model name: Model-1
*Preprint, echo=NO, model=Yes, history=NO, contact=NO
**
** PARTS
**
*Part, name=AXI
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=AXI-1, part=AXI
*Node
*Element, type=CAX3
*Element, type=CAX4R
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=PLASTIC
1.,
*End Instance
**
*Nset, nset=Fix, instance=AXI-1
*Elset, elset=Fix, instance=AXI-1
*Nset, nset=Load, instance=AXI-1
*Elset, elset=Load, instance=AXI-1
*Nset, nset=_PickedSet17, internal, instance=AXI-1
*Elset, elset=_PickedSet17, internal, instance=AXI-1
*Nset, nset=EALL, instance=AXI-1, generate
*Elset, elset=EALL, instance=AXI-1, generate
*Elset, elset=__PickedSurf23_S2, internal, instance=AXI-1
*Elset, elset=__PickedSurf23_S4, internal, instance=AXI-1
*Elset, elset=__PickedSurf23_S3, internal, instance=AXI-1
*Surface, type=ELEMENT, name=_PickedSurf23, internal
__PickedSurf23_S2, S2
__PickedSurf23_S4, S4
__PickedSurf23_S3, S3
*End Assembly
**
** MATERIALS
**
*Material, name=PLASTIC
*Elastic
192000., 0.3
*Plastic, hardening=COMBINED, number back=2
120.0, 0
124.091, 1.1487e-005
135.909, 8.45350000000001e-005
149.091, 0.000157414
160.455, 0.000267776
171.364, 0.000303679
181.364, 0.0003397
189.091, 0.00045051
*Cyclic Hardening, parameters
**
** BOUNDARY CONDITIONS
**
** Name: BC-Fix-Bottom Type: Displacement/Rotation
*Boundary
_PickedSet17, 2, 2
*Nset, Nset=NCenter,  instance=AXI-1
*Nset, Nset=NCenterTop,  instance=AXI-1
*Nset, Nset=NCenterBottom,  instance=AXI-1
*Nset, Nset=NodeCenter
 NCenter, NCenterTop, NCenterBottom
*Elset, Elset=ECenterTop,  instance=AXI-1
*Elset, Elset=ECenterBottom,  instance=AXI-1
*Elset, Elset=ECenter
 ECenterBottom, ECenterTop
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1,nlgeom
 Monotonic
*Static
0.01, 1., 1e-05, 0.01
**
** LOADS
**
** Name: Load-1   Type: Pressure
*Boundary
 Load,2,2,0.45
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, Freq=9999
*Element Output, elset=EALL, directions=YES
 ALPHA, ALPHAN, E, LE, MISESMAX, PE, PEEQ, S
**
** FIELD OUTPUT: F-Output-2
**
*Node Output, nset=Fix
 RF,
**
** FIELD OUTPUT: F-Output-3
**
*Node Output, nset=Load
CF, U
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history
*Node Output, nset=Fix
 RF1, RF2, RF3, RM1, RM2, RM3
**
** HISTORY OUTPUT: H-Output-2
**
*Node Output, nset=Load
 CF2, U1, U2, U3, UR1, UR2, UR3
*Element Output, Elset=ECenter
 S,ALPHA,ALPHAN,LE
*Node Output, nset=NodeCenter
 U
*End Step