CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > Software User Forums > ANSYS > CFX

user defined function in Transient Structural for FSI problem

Register Blogs Community New Posts Updated Threads Search

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   November 23, 2011, 08:41
Default user defined function in Transient Structural for FSI problem
  #1
Senior Member
 
omid
Join Date: Apr 2011
Posts: 105
Rep Power: 15
omidiut is on a distinguished road
Hi all
I'm trying to simulate 2-way FSI problem.
Can i define an user function to access to the tension of solid domain?
in my problem i need to set tension of solid to zero after each coupling time step. i can do it by Abaqus but a don't know how can do it by ansys workbench.

Best regards.
omidiut is offline   Reply With Quote

Old   November 24, 2011, 10:45
Default
  #2
Senior Member
 
Join Date: Apr 2009
Posts: 531
Rep Power: 21
stumpy is on a distinguished road
Do you mean you want to reset the stress/displacements to zero? What's the big picture here? Why do you want to do that?
stumpy is offline   Reply With Quote

Old   December 2, 2011, 08:23
Default
  #3
Senior Member
 
omid
Join Date: Apr 2011
Posts: 105
Rep Power: 15
omidiut is on a distinguished road
Thanks for reply Stumpy

In this problem, in the solid body in each coupling step, any energy will not store. in other hand the displacement of solid body in each coupling step most be independent of the stress store in it from last coupling step. i like to simulate the displacement of solid part due to pressure distribution in each coupling step.

Best regards.
omidiut is offline   Reply With Quote

Old   December 2, 2011, 17:51
Default
  #4
Senior Member
 
Join Date: Apr 2009
Posts: 531
Rep Power: 21
stumpy is on a distinguished road
If I understand correctly, then you want the structural solution at each coupling step to be independent of the solution history. So like a series of static structural solutions based on your transient CFD results. Is that correct? This must be a 1-way analysis then? If so, then just turn off Time Integration in Mechanical.
stumpy is offline   Reply With Quote

Old   December 3, 2011, 03:32
Default
  #5
Senior Member
 
omid
Join Date: Apr 2011
Posts: 105
Rep Power: 15
omidiut is on a distinguished road
yes I want the structural solution at each coupling step to be independent of the solution history. But in each coupling step the displacement of solid most calculated and transfer to fluid part, like 2-way FSi. Is that true with just urn off Time Integration in Mechanical i can do it?

Best regards
omidiut is offline   Reply With Quote

Old   December 5, 2011, 12:19
Default
  #6
Senior Member
 
Join Date: Apr 2009
Posts: 531
Rep Power: 21
stumpy is on a distinguished road
Yes, if you turn off Time Integration then you get a steady-state structural solution at each coupling step (and at each coupling iteration) and the displacements are still passed to the CFD side.
stumpy is offline   Reply With Quote

Reply


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are Off
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
User Defined function for scalar gradient caculation with Star ccm+ V4 coolio STAR-CCM+ 4 August 11, 2023 06:38
OpenFOAM static build on Cray XT5 asaijo OpenFOAM Installation 9 April 6, 2011 13:21
DecomposePar links against liblamso0 with OpenMPI jens_klostermann OpenFOAM Bugs 11 June 28, 2007 18:51
User Defined Function for convection coefficient ereiss FLUENT 1 July 8, 2004 17:10
Help: user defined function alice FLUENT 3 December 13, 2000 01:10


All times are GMT -4. The time now is 14:57.