-
-
September 2, 2021 at 1:02 pm
ozdmrdnz
SubscriberHello everyone,
I was trying to modelled sandwich panel composite beam for three point bending test but I dont know which theorem is ansys using for background by the way I am trying to find total displacement . Also should I modelled my composite face solid or sheel which one is the more accurate ? or should I modelled my core for solid and the other faces for sheel ?
Best Regards
September 2, 2021 at 1:03 pmozdmrdnz
Subscriber
September 2, 2021 at 1:57 pmErik Kostson
Ansys EmployeeHi
We can use solid 3D elements (if the model is not too large), or solsh190 elements - it depends if you are looking at only displacement or if you want a very accurate through thickness stress distribution (so stresses perpendicular to the shell surface), or shear distribution then a solid might be needed. Of course if the model is very large (and thin), then using solid 3D elements might be too heavy computationally.
Shell elements might be OK for a global shell model assuming it is not too thick (moderately thick) - see shell181 for more info on our shell elements. SO it all depends, on what we are looking at and are after (results).
--
There are also many discussion on the internet on this:
Also use a search engine and look for a discussion called:
Comparison of ANSYS elements SHELL181 and SOLSH190
This will give some good guidelines on what to use and what to watch out for.
All the best
Erik
September 2, 2021 at 2:08 pmozdmrdnz
SubscriberThank you for all kindly recommandation Erik It was very useful
Best Regards
Viewing 3 reply threads- The topic ‘Which theorem is Ansys using in the background for bending?’ is closed to new replies.
Ansys Innovation SpaceTrending discussionsTop Contributors-
3492
-
1057
-
1051
-
965
-
942
Top Rated Tags© 2025 Copyright ANSYS, Inc. All rights reserved.
Ansys does not support the usage of unauthorized Ansys software. Please visit www.ansys.com to obtain an official distribution.
-

Ansys Assistant

Welcome to Ansys Assistant!
An AI-based virtual assistant for active Ansys Academic Customers. Please login using your university issued email address.

Hey there, you are quite inquisitive! You have hit your hourly question limit. Please retry after '10' minutes. For questions, please reach out to ansyslearn@ansys.com.
RETRY