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Connections --- Surface to Surface or RBE's?

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jacasalr

Materials
Feb 28, 2020
27
Hello everybody,

I write this post because I am having some issues with a model of a (kind of) tank in Femap... I have divided the geometry in several parts so it is easier to get a good (Jacobian<0.6) mesh (a combination of hex and tets).

When I perform surface-to-surface glue function of Femap, the results are pretty good when I apply usual loads such as pressures, net loads on surfaces, etc. However, when I input a temperature (nodal) load (after performing a steady-state heat transfer study), the results that I have got are very disturbing, especially at those areas where there are (glued) connections.

I have read that a good option can be to use RBE's (2 or 3) to connect the pieces (solids) since they are able to accept a CTE in their formulation, resulting on joints with properties of the same material of the tank (and not being just rigid joints). However, I am quite new using RBE's and, despite I have read some articles from Predictive Engineering or Iberisa, among others, I have not been able to properly understand the use of these elements neither properly apply them into my problem.

If anyone could help me by explaining to me the right steps to make connections between solids by RBE's, and/or sharing your experience with structures with connections under thermal loads, I would be very thankful.

Thanks a lot in advance.
 
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Dear Julio,
here you have the answers:
1.- Elements in grey: is simply the color levels of my legend, you can customize from F6 > POSTPROCESSING > CONTOUR / CRITERIA LEVELS > SET LEVELS. To plot the mesh quality use VIEW > ADVANCED POST > CONTOUR MODEL DATA > ELEMENT QUALITY
2.- SUPPORTING LEGS: supports are there, not supressed, are in the back side of the tank. I don't understand very well the question ...

tank8_w0fyri.png


3.- Applied loads are pressure + gravity + vertical load

4.- In my FEMAP model I don`t see such stress concentrations, check applied loads, mesh quality, etc..

tank9_nyglcp.png


5.- CGAP elements are great, use them when you need to simulate supports working in compression only mode, nothing bad to see in this matter, I use them a lot as well, in the following picture you have a SHELL model with supports clamped to the floor using bolts, plus also added CGAP node-to-contact COMPRESSION ONLY elements.

detail_of_restraints_wiso2x.png


Best regards,
Blas.

~~~~~~~~~~~~~~~~~~~~~~
Blas Molero Hidalgo
Ingeniero Industrial
Director

IBERISA
48004 BILBAO (SPAIN)
WEB: Blog de FEMAP & NX Nastran:
 
Great Blas!

Thanks again for your advices!

Kind regards,

Julio
 
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