Tagged: 2D, ansys-mechanical, ansys-workbench, mechanical, static-structural
-
-
March 11, 2021 at 5:31 am
ben_cv
SubscriberHello community !nnI'm asking myself how to model the weld (or connection) between adjacent beams ?nMy problem : nI have a storage rack (gaz bottles or others) and each cell is modelled with beam 1d element, and each cells is welded to adjacent one in both x-y directions.nBut I cannot find the correct way to model the connections between the cells.nWith 2d shell there is no problem, but i would like using only 1d elements.nnThanks a lot for your help !n -
March 12, 2021 at 5:58 am
1shan
Ansys Employee,nCould you share an image of your model and tell what the objective is? The general practice is to use shell elements to model welds. You could model the rack using 1D elements but the weld stiffness (and other related effects) won't be considered. This is preferable in cases where the weld effects are not significant and the overall structure deformations/stresses are needed. You could always add beams in between to connect 2 beams (I don't see the point of using a connection). You could check this tutorial series describing a 1D analysis of a space frame.nRegards,nIshan.n
-
Viewing 1 reply thread
- You must be logged in to reply to this topic.
Ansys Innovation Space

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
Trending discussions
- ANSYS Workbench Measuring within Design
- how to improve the inflation quality at sharp corners?
- check element type
- The mesh file exporter could not resolve cyclic dependencies in overlapping contact regions error
- How to resolve Mesh Failure
- Meshing Error
- Error in meshing
- Conformal vs Non-Conformal Mesh
- execution error inside the mesher. The process suffered an unhandled exception or ran out of memory
- inflation created stairstep mesh at some location
Top Contributors
-
2656
-
2120
-
1349
-
1118
-
461
Top Rated Tags
© 2023 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.