** connector friction tests for SLOT
**   -PREDEFINED + PRESTRESS
**   -CUSTOMIZED + PRESTRESS
** results should be identical between the two connector elements
**------------------------------------------------
*preprint,model=yes
*Node,nset = all
101,0,0,0
102,1,0,0
201,2,0,0
202,3,0,0
*orientation,name=global
1,0,0, 0,1,0
3,0.0
**-------------------------------------------------
*element,type=mass,elset=mass
10001,101
10002,102
20001,201
20002,202
*mass,elset=mass
1.0,
*element,type=rotaryI,elset=rotaryI
110001,101
110002,102
120001,201
120002,202
*rotary inertia,elset=rotaryI
1.0,1.0,1.0
**-------------------------------------------------
*element,type=conn2d2,elset=slotPredef
1001,101,102
*connector section,elset=slotPredef,behavior=fricPredef
slot,
global,
**-------
*connector behavior,name=fricPredef
*connector friction, predefined
1.25,
*friction,elastic slip=1.d-6
0.1,0.0, 0.0
0.25,10.0, 0.0
0.3,11.0,0.0
0.4,12.0,20.0
**-------
*connector elastic,comp=1
12.0,
*connector damping,comp=1
0.2,
**--------------------------------------------------
*element,type=conn2d2,elset=slotCustom
2001,201,202
*connector section,elset=slotCustom,behavior=fricCustom
slot,
global,
**--------------
*connector behavior,name=fricCustom
*connector derived component, name=norm1
2,
1.0,
*connector friction,component=1,contact force=norm1
1.25, 0.0
0.25, 10.0
*friction,elastic slip=1.d-6
0.1,0.0, 0.0
0.25,10.0, 0.0
0.3,11.0,0.0
0.4,12.0,20.0
**------
*connector elastic,comp=1
12.0,
*connector damping,comp=1
0.2,
**--------------------------------------------------
*boundary
101,1,2
101,6,6
201,1,2
201,6,6
*elset,elset=conn
 slotPredef,slotCustom
**--------------------------------------------------
*step,nlgeom
*static
0.2,1.0,0.2,0.2
*cload
**load that creates constraint forces
102,2,10.0
202,2,10.0
*boundary
102,1,1,1.0
202,1,1,1.0
*OUTPUT, FIELD, FREQ=0
*OUTPUT,HISTORY
*NODE OUTPUT,nset=all
U,
*ELEMENT OUTPUT,elset=conn
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el file, elset=conn,freq=100
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el print,freq=100,sum=no, tot=no,elset=conn
CU,
CASU,
CEF,
CTF,
CNF,
CSF,
CV,
*node print,freq=100
u,
rf,
*end step
**--------------------------------------------------
*step,nlgeom
*static
0.1,1.0,0.1,0.1
*cload
**load that creates constraint forces
102,2,10.0
202,2,10.0
** load that creates motion
102,1,20
202,1,20
*boundary,op=new
101,1,6
201,1,6
*OUTPUT, FIELD, FREQ=0
*OUTPUT,HISTORY
*NODE OUTPUT,nset=all
U,
*ELEMENT OUTPUT,elset=conn
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el file, elset=conn,freq=100
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el print,freq=100,sum=no, tot=no,elset=conn
CU,
CASU,
CEF,
CTF,
CNF,
CSF,
CV,
*node print,freq=100
u,
rf,
*end step
**--------------------------------------------------
*step,nlgeom,inc=10000
*dynamic
0.01,4.2,0.01,0.01
*cload
**load that creates constraint forces
102,2,10.0
202,2,10.0
** load that creates motion
102,1,40
202,1,40
*boundary,op=new
101,1,6
201,1,6
*OUTPUT, FIELD, FREQ=0
*OUTPUT,HISTORY,FREQ=1
*NODE OUTPUT,nset=all
U,
*ELEMENT OUTPUT,elset=conn
CU1,CV1,CASU1,CEF1,CNF1,CTF2
*output, history,freq=10000
*ELEMENT OUTPUT,elset=conn
CSF1,CTF1,
*OUTPUT, FIELD, FREQ=0
*el file, elset=conn,freq=1000
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el print,freq=100,sum=no, tot=no,elset=conn
CU,
CASU,
CEF,
CTF,
CNF,
CSF,
CV,
*node print,freq=100
u,
rf,
*end step
**--------------------------------------------------