September 1, 2019 at 1:32 pm
September 4, 2019 at 2:44 amSandeep MedikondaAnsys Employee
What do you have under connections? Use Body Interactions if you aren't doing this already. Also, set the scale to true Scale.
If these don't help, please post snapshots of you contact settings.
September 5, 2019 at 9:34 amshashankpSubscriber
thank you sandeep.
there are body interactions by default. i am getting this problem when there are "upside down elements" in the solid model.
although i export shell composite data into explicit dynamics, i was checking for upside down elements in solid model and when there are no such upside down elements, the material deforms properly.
can you please tell me how i can prevent upsidedown elements
July 16, 2020 at 6:08 pmnaeemSubscriber
Thank you brother @shashankp for asking this question.
I'm getting the same problem would be be so kind to share solution it with me.
- 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.
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
© 2023 Copyright ANSYS, Inc. All rights reserved.