Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations IDS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Behaviour of linear tetra using Hyperelastic material model

Status
Not open for further replies.

assafwei

Materials
Jul 20, 2008
89
Hi,

In order to try and validate a Hyperelastic material model I tried to simulate the following simple experiment and then compare it to real life results. Since I am using this material model to simulate sealing, this looked to me as a simple and quite similar to the strains the seal will undergo duting its life time.
The experiment is simple: I modeled a rod made of steel, the end of the rod is ball shaped 10mm in diameter (I have 10mm balls so I can use it in the real testing later), I then modeled a small piece of the elastomer (20x20x2.3 mm) and beneath a thick rigid plate of steel. I cut it to quareter (1/4 symmetry) and fixed the bottom steel plate, created a frictional contact pair between the sttel plate and rubber plate, and a frictionless contact pari between the rod and the rubber plate. I also added a downward displacement on the rod. Additionally I added a nonlinear adaptive mesh zone, based on skewness criteria in order for it to converge (large compression, that will have problems converging otherwise). As mentioned in the subject - I used linear tetras all around (mainly because this is the limitation of the nonlinear adaptive meshing).
I started with a medium mesh (used default settings, only changed global size to medium) and ran the analysis, the results look good, as I expected the edges of the rubber plate raised becuse of the compression by a few milimeters.
I then changed the mesh size to fine and re-ran the analysis, I got the same force reaction on the rod, and the same compression, and generraly the same results with one big difference - the edges of the rubber plate didnt raise at all, except of the compression, and some expansion of the plate to the sides - there was no displacement at all in the direction opposite to the displacement of the rod.

Can anyone explain how can the change in mesh size made such a difference in the results?

Thanks.
 
Replies continue below

Recommended for you

Hi assafwei,
I don't know how to answer your question but I saw in your contest something of interest for me. I've searched on the official website but I can't seem to find how to add a adaptive mesh zone. Sometimes when I simulate rubber bodies I don't get convergence because of the large deformation. How do you add an adaptive mesh zone? Can you please guide me to a tutorial or tell me directly how to do that?
Thank you very much!
 
Hi,

In order to add adaptive meshing in WB you need to have release 16. Under "static structural" you insert a "nonlinear adaptive region"
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor