XANSYS Message: 92818 [Go back to message list]
[bookmark on del.icio.us]
No rating yet
Rate item:

Subject: Re: [STRUC] MPCs on contacts with pilot node
Author: Krishna Raichur
Date: 2008-04-11 13:25:13

Below is a sample problem that shows the correct reaction moment for a cylindrical pipe model. No need for any FSUM and SPOINT commands. The input builds three parallel models -- a Pipe16 model, a Solid185 model with MPC contact elements, and another Solid185 model with MPC184 rigid links. The moment reaction from all three models is as expected.

Regards,
Krishna
------------------------------------------
Krishna S. Raichur
SimuTech Group - Chicago
kraichur_at_simutechgroup.com


!! CHECK MOMENT REACTIONS WITH PILOT NODES
fini
/clear
OD=24 ! pipe outer diameter, in
TK=0.25 ! thickness
LEN=40 ! length
FF=10000 ! force value
ANGDV=10 ! no. of elem's in 90-degree arc
ANGSIZ=90/ANGDV ! angle size in degrees
ELSIZ=4 ! elem size along axis

! Geometry
/prep7
wpoff,-OD*3
rect,OD-TK,OD,,LEN
k,50,-OD*3
k,51,-OD*3,LEN

! 2-D Mesh
et,200,200,6
esize,ELSIZ
mshk,1
amesh,1
eplot

! 3-D Geom & Mesh
et,1,185
mpread,Stl_AISI-C1020,BIN_MPL,,lib
type,1 $mat,1 $real,1
extopt,esize,ANGDV
vrot,all,,,,,,50,51,360,4
aclear,1
/view,,1,1,1
eplot

! Constraints
! (use pilot node _at_ bottom center)
CID=11 ! contact element type ID
TID=12 ! target element type ID
et,CID,174 ! contact element type
keyo,CID,12,5 ! bonded contact
keyo,CID,4,1 ! force-distributed surface constraint
keyo,CID,2,2 ! MPC formulation
et,TID,170 ! target element type
keyo,TID,2,1 ! user-specified constraints
R,CID ! real constant set
mp,mu,CID,0
asel,,loc,y,0
nsla,,1 ! select bottom nodes
nplot
real,CID $mat,CID
type,CID
esurf ! contact elements
type,TID
nsel,none
kmesh,50 ! pilot node at bottom center
dk,50,all ! fix pilot node
allsel

! Loading
! (use pilot node _at_ top center)
CID=13 ! contact element type ID
TID=14 ! target element type ID
et,CID,174 ! contact element type
keyo,CID,12,5 ! bonded contact
keyo,CID,4,1 ! force-distributed surface constraint
keyo,CID,2,2 ! MPC formulation
et,TID,170 ! target element type
keyo,TID,2,1 ! user-specified constraints ***IMPORTANT!
R,CID ! real constant set
mp,mu,CID,0
asel,,loc,y,LEN
nsla,,1 ! select top nodes
nplot
real,CID $mat,CID
type,CID
esurf ! contact elements
type,TID
kmesh,51 ! pilot node at top center
!fk,51,fx,FF ! force _at_ pilot node
fk,51,my,FF*LEN ! moment _at_ pilot node
allsel
/pnum,type,1
/num,1
/pbc,all,1
eplot

! Parallel pipe element model
et,2,16
r,2,24,0.25
k,100,OD*3
k,101,OD*3,LEN
lsel,none
l,100,101
type,2 $mat,1 $real,2
lmesh,all
dk,100,all
!fk,101,fx,FF
fk,101,my,FF*LEN
allsel
eplot

! Parallel solid model with MPC184 elements
csys,0
vgen,2,all,,,OD*3
et,3,184,1 ! rigid beam
n,20000
n,20001,,LEN
csys,5
esel,none
*do,I,0,360,ANGSIZ
nsel,,loc,z,0
nsel,r,loc,x,0,OD
nsel,r,loc,y,I
type,3 $mat,3 $real,3
e,20000,node(OD-TK,I,0)
e,node(OD-TK,I,0),node(OD,I,0)
*enddo
*do,I,0,360,ANGSIZ
nsel,,loc,z,LEN
nsel,r,loc,x,0,OD
nsel,r,loc,y,I
type,3 $mat,3 $real,3
e,20001,node(OD-TK,I,0)
e,node(OD-TK,I,0),node(OD,I,0)
*enddo
allsel
eplot
d,20000,all
!f,20001,fx,FF
f,20001,my,FF*LEN
sbctran
eplot

! Solution
/solu
anty,static
nlgeom,off
nsub,1
solve

:p1
/post1
/pbc,f,,2
/pbc,rmom,,2
plns,u,sum

! Verify reaction moments
nsel,,,,20000,20001
ksel,,,,100,101
ksel,a,,,50,51
nslk,a
nplot
prrf



________________________________________
From: xansys-bounces_at_xansys.org [xansys-bounces_at_xansys.org] On Behalf Of brahmaji.vasantharao_at_rolls-royce.com [brahmaji.vasantharao_at_rolls-royce.com]
Sent: Thursday, April 10, 2008 4:08 PM
To: xansys_at_xansys.org
Subject: RE: [Xansys] [STRUC] MPCs on contacts with pilot node

>> Be sure to set Keyopt(2)=1 for the Target170 (pilot) element type, then
manually specify the appropriate constraints for the pilot node. The default
is automatic constraints.


>>Regards,
>>Krishna





Krishna,



Thanks for the reply. I did the analysis with Keyopt(2) set to 1, and a
moment load applied to the pilot node. I get the appropriate stress and
displacements, but am surprised to see that the reaction moment shows up as
zero. I am unable to understand this behavior. If one of you knowledgeable
guys can tell me why this is the case, I would appreciate it.



Regards,

Brahmaji



Rolls-Royce Energy Systems

PT Design - Mechanical Engineer

Mount Vernon, OH



This email message and any attachments are for the sole use of the intended
recipients and may contain proprietary and/or confidential information which
may be privileged or otherwise protected from disclosure. Any unauthorized
review, use, disclosure or distribution is prohibited. If you are not the
intended recipients, please contact the sender by reply email and destroy
the original message and any copies of the message as well as any
attachments to the original message.

Posts possibly associated with message #92818AuthorDateScore
92794[STRUC] MPCs on contacts with pilot nodebrahmaji.vasantharao_at_rolls-royce.com2008/04/10 
92795Re: [STRUC] MPCs on contacts with pilot nodeCharles Bhaskaran2008/04/10 
92799Re: [STRUC] MPCs on contacts with pilot nodeKrishna Raichur 2008/04/10 
92800Re: [STRUC] MPCs on contacts with pilot nodebrahmaji.vasantharao_at_rolls-royce.com2008/04/10 
92806Re: [STRUC] MPCs on contacts with pilot nodeArne Löhn2008/04/11 
92807Re: [STRUC] MPCs on contacts with pilot nodeRiccardo Testi2008/04/11 
92818Re: [STRUC] MPCs on contacts with pilot nodeKrishna Raichur 2008/04/11 
92824Re: [STRUC] MPCs on contacts with pilot nodebrahmaji.vasantharao_at_rolls-royce.com2008/04/11 
92826Re: [STRUC] MPCs on contacts with pilot nodeKrishna Raichur 2008/04/11 
92827Re: [STRUC] MPCs on contacts with pilot nodeChristopher Wright2008/04/12