*Heading
 Siple Tension
** Job name: IliacAdventitia Model name: Model-1
** Generated by: Abaqus/CAE Version 6.8-DEV
*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
*Element, type=C3D8H
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
** Section: strip
*parameter
 Pi = 3.141592654
 gamma = 49.98
 shift = 15
 theta1 = gamma - shift
 c1 = cos(theta1*Pi/180)
 s1 = sin(theta1*Pi/180)
 theta2 = theta1-2*gamma
 c2 = cos(theta2*Pi/180)
 s2 = sin(theta2*Pi/180)
*orientation,name=ori-1,local directions=2
 <c1>, <s1>, 0.0
 <c2>, <s2>, 0.0
*Solid Section, elset=_PickedSet2, material=IliacAdventitia, orientation=ori-1
1.,
*End Instance
**
*Nset, nset=_PickedSet4, internal, instance=Part-1-1, generate
*Elset, elset=_PickedSet4, internal, instance=Part-1-1, generate
*Nset, nset=_PickedSet5, internal, instance=Part-1-1, generate
*Nset, nset=nDriven, instance=Part-1-1, generate
*Nset, nset=nLoad, instance=Part-1-1
*Elset, elset=_PickedSet5, internal, instance=Part-1-1, generate
*Elset, elset=__PickedSurf6_S2, internal, instance=Part-1-1, generate
*Surface, type=ELEMENT, name=_PickedSurf6, internal
__PickedSurf6_S2, S2
*equation
 nDriven, 1, 1, nLoad, 1, -1
*End Assembly
*Amplitude, name=Amp-1, definition=SMOOTH STEP
          0.,           0.,           1.,           1.
**
** MATERIALS
**
*parameter
 density=1.0e-4
 C10=3.82e-3
 D=0
 K1=996.6e-3
 K2=524.6
 Kappa=0
*Material, name=IliacAdventitia
*density
 <density>
*anisotropic hyperelastic,holzapfel, local directions=2
 <C10>, <D>, <K1>, <K2>, <Kappa>
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, nlgeom, name=Step-1, inc=200
Simple Tension
*Static
0.0002, 1.,,0.01
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Symmetry/Antisymmetry/Encastre
*Boundary
_PickedSet4, 1, 3
** Name: BC-2 Type: Displacement/Rotation
*Boundary
_PickedSet5, 2, 2
_PickedSet5, 3, 3
**
** LOADS
**
** Name: Load-1   Type: Pressure
***Dsload, amplitude=Amp-1
**_PickedSurf6, P, -1.33333
*Cload
 nLoad, 1, 2.0
**
** OUTPUT REQUESTS
**
*Restart, write, number interval=1, time marks=NO
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, number interval=10, variable=PRESELECT
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*node output, nset=nLoad
 CF1, U1
*End Step