*Heading
** Job name: Job-1 Model name: Model-1
**
** PARTS
**
*Dsa controls, form=total
*Parameter
shape=0.0
mu=0.2
*Design parameter
shape,mu
*Part, name=Part-1
*End Part
*Part, name=Part-2
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Part-1-1, part=Part-1
*Node
1,           0.,          2.2
2,           0.,      1.06667
3,           0.,           0.
4,           1.,           2.
5,           1.,      1.03333
6,           1.,           0.
7,           2.,          2.2
8,           2.,      1.06667
9,           2.,           0.
*Parameter shape variation, parameter=shape
1, 0.0, -0.2, 0.0
7, 0.0, -0.2, 0.0
*Element, type=CPE4RH, elset=eall
1, 1, 2, 5, 4
2, 2, 3, 6, 5
3, 4, 5, 8, 7
4, 5, 6, 9, 8
*Solid section, elset=eall, material=Material-1
*End Instance
**
*Instance, name=Part-2-1, part=Part-2
-7.09648e-17, 0.158943, 0.
*Node
1,           1.,      2.61421
2,     0.815611,      2.37664
3,     0.576304,       2.1945
4,     0.298191,      2.08008
5,           0.,      2.04106
6,    -0.298191,      2.08008
7,    -0.576304,       2.1945
8,    -0.815611,      2.37664
9,          -1.,      2.61421
10,           0.,      2.04106
*Element, type=R2D2
1, 1, 2
2, 2, 3
3, 3, 4
4, 4, 5
5, 5, 6
6, 6, 7
7, 7, 8
8, 8, 9
*Nset, nset=ref, internal
10,
*Elset, elset=Part-2-1, generate
1,  8,   1
*End Instance
*Nset, nset=base, internal, instance=Part-1-1
3, 6, 9
*Elset, elset=_master_SPOS, internal, instance=Part-2-1, generate
1,  8,   1
*Surface, type=ELEMENT, name=master, internal
_master_SPOS, SPOS
*Elset, elset=_slave_S4, internal, instance=Part-1-1
1, 3
*Surface, type=ELEMENT, name=slave, internal
_slave_S4, S4
*Rigid Body, ref node=Part-2-1.ref, elset=Part-2-1.Part-2-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Hyperelastic
80.,20., 0.
**
**
** INTERACTION PROPERTIES
**
*Surface Interaction, name=IntProp-1
1.,
*Friction
<mu>
**
** INTERACTIONS
**
** Interaction: Int-1
*Contact Pair, interaction=IntProp-1
slave, master
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Amplitude, name=step
0.0,0.75,1.0,1.0
*Step, nlgeom, unsymm=yes, dsa,Convert Sdi=YES
Step-1
*Static
0.2, 1., 1e-05, 1.
*controls, parameter=time
 6,
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
base, 1, 1
base, 2, 2
** Name: BC-2 Type: Displacement/Rotation
*Boundary
Part-2-1.ref, 1, 1, 2.
Part-2-1.ref, 3, 6
*Boundary, amp=step
Part-2-1.ref, 2, 2, -0.4
**
** OUTPUT REQUESTS
**
*Design response,freq=6
*Node response
U
*Element response
S
*Contact response
Cstress
*Output,field, freq=6
*Node output
U
*Element output
S
*Contact output
Cstress
*End Step