-
-
August 25, 2019 at 3:48 pm
Zaber5
SubscriberI am analyzing an inflatable air-beam with a baffle (similar to the ones used for inflatable wings).
Both bodies are modeled as surface bodes and meshed by shell-181 elements.
The boundary conditions are - Fixed support at 1 end, force over the cylindrical surface and internal pressure, to simulate the beam.
Shortly after 27-28 converged sub-steps, the solution fails and I get an error stating - "Solution not converged at time 5.47E-02 (load step 1 substep 30). Run terminated."
Also, the Newton-Raphson residual plots show barely any residuals -
Things I have tried -
1. Refining the mesh.
2. Increasing number of steps and sub-steps.
3. Adjusting % tolerance and MINREF load conditions.
4. Changing the material.
When I changed the material to structural steel the analysis did converge but I cannot converge it at all with the required nylon fabric material. I even tried reducing the overall load to about 1-2 N but that didn't help.
Are there some irregularities in my material properties or am I missing something else?
Thanks in advance
-
August 26, 2019 at 12:01 am
peteroznewman
SubscriberLooking at the Force-Convergence plot, it looks like the model was close to converging three times but reached the 26 iteration limit when a bisection was used.
Try inserting a Command Object into the model and use the command
NEQIT,100
which will let the solver do 100 iterations before bisection instead of the default 26 iterations.
-
August 26, 2019 at 6:05 am
Zaber5
SubscriberThanks for replying!
I tried the command you suggested and it seemed to work when the shell thickness was set to a high value of about 5-10+ mm. My models thickness is 0.4mm.
This is the force convergence plot I am getting after using the command -
The above is for nylon fabric and the bottom one for steel.
The error has changed to excessive element distortion and I am getting very high residuals as well.
Assuming material properties are correct, is it safe to conclude that for the current thickness and cross sectional moment of inertia the load is too much to handle?
-
- You must be logged in to reply to this topic.

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
- An Unknown error occurred during solution. Check the Solver Output…..
- Understanding Force Convergence Solution Output
- Solver Pivot Warning in Beam Element Model
- Colors and Mesh Display
- How to calculate the residual stress on a coating by Vickers indentation?
- whether have the difference between using contact and target bodies
- What is the difference between bonded contact region and fixed joint
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- User manual
-
2524
-
2066
-
1279
-
1096
-
459
© 2023 Copyright ANSYS, Inc. All rights reserved.