** connector friction tests for SLOT
**   -PREDEFINED + PRESTRESS
**   -CUSTOMIZED + PRESTRESS
** results should be identical between the two connector elements
**------------------------------------------------
*restart,read,step=1
**--------------------------------------------------
*step,nlgeom
*static
0.2,1.0,0.2,0.2
*cload
**load that creates constraint forces
102,2,5.0
102,3,10.0
202,2,5.0
202,3,10.0
*boundary
102,1,1,-0.5
202,1,1,-0.5
*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=1,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
102,3,20.0
202,2,10.0
202,3,20.0
** 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=1,sum=no, tot=no,elset=conn
CU,
CASU,
CEF,
CTF,
CNF,
CSF,
CV,
*node print,freq=100
u,
rf,
*end step
**--------------------------------------------------
*step,nlgeom
*dynamic
0.1,2.0,0.1,0.1
*cload
**load that creates constraint forces
102,2,5.0
102,3,10.0
202,2,5.0
202,3,10.0
** load that creates motion
102,1,-50
202,1,-50
*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
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el file, elset=conn,freq=100
CU,CASU,CEF,CSF,CTF,CNF,CSF
*el print,freq=1,sum=no, tot=no,elset=conn
CU,
CASU,
CEF,
CTF,
CNF,
CSF,
CV,
*node print,freq=100
u,
rf,
*end step
**-------------------------------------------------