-
-
July 5, 2019 at 5:57 am
Oimpa
SubscriberHi,
I have a model that includes two parts solid and shell.
I've joined these two parts with merge nodes.
I want to do a linear static analysis on them.
After analysis, deformations are very small(0.3e-7).But in some places in the model, these two parts go inside or go apart.
While this does not happen, if I do a non-linear analysis on the same model with the same characteristics.
Is this a real deformation?
-
July 6, 2019 at 3:11 am
peteroznewman
SubscriberNo, it's not a real deformation, it is just the deformation display scale that is set to a number much larger than 1. When you run a non-linear analysis, the deformation display scale is set to 1.0. I am a Mechanical Workbench user, so I don't know the APDL menu or command to change the display scale.
-
July 6, 2019 at 8:43 am
Oimpa
SubscriberThanks -
July 6, 2019 at 9:28 am
jj77
SubscriberYes, when nlgeom, on is active so large displacement is on then deformation scale is 1. /dscale, all, 1 command can set that.
We are all using apdl, just different pre and post processors (ansys classic gui or wb gui).
-
- You must be logged in to reply to this topic.

Boost Ansys Fluent Simulations with AWS
Computational Fluid Dynamics (CFD) helps engineers design products in which the flow of fluid components is a significant challenge. These different use cases often require large complex models to solve on a traditional workstation. Click here to join this event to learn how to leverage Ansys Fluids on the cloud, thanks to Ansys Gateway powered by AWS.

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.
- Saving & sharing of Working project files in .wbpz format
- Solver Pivot Warning in Beam Element Model
- Understanding Force Convergence Solution Output
- An Unknown error occurred during solution. Check the Solver Output…..
- What is the difference between bonded contact region and fixed joint
- whether have the difference between using contact and target bodies
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- Colors and Mesh Display
- User manual
- material damping and modal analysis
-
3670
-
2550
-
1749
-
1226
-
582
© 2023 Copyright ANSYS, Inc. All rights reserved.