Non-Linear Structural Analysis with Ansys Mechanical | Ansys Tutorials

The world is non-linear. Linear simulation techniques may lend themselves to computational efficiency, but they are an approximation. If you are performing linear simulations, are you sure they are accurate enough for your requirements? Do you need to be including non-linear effects into your simulations?
This tutorial will introduce the sources of non-linearity and demonstrate how non-linearity may impact your simulation results.
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[@alokvijaybhatnagar1552]

For over two years I was sifting through videos, literature, and various print material to get the basics on non-linear analysis.
This video has made my day.
Thank you so much for so much presented in a simple to understand video.
Awesome!

[@MedEngd]

Thank you very much for putting this and your other videos up online, they reinforce and add clarity to me existing knowledge, its much appreciated. For other's benefit, I believe at 41:46, you mean multi-linear material curves should be input as true-stress vs true-strain data.

[@vahidebrahimzade7676]

thanks a lot, great job

[@KOHCTPYKTOP1978]

Thank you for your detailed explanation!

[@loveparfum]

thank you for such a good and clear explanation!

[@thomsonthom453]

THANK YOU SOOOOO MUCHHHHH ITS VERY CLEAR AND EASY TO UNDERSTAND

[@mohamedshahbasm5757]

GOOD. AND MORE THAN THAT.EXCELLENT

[@AcanFL]

Fantastic video!

[@MrMrsGupta-lh8ux]

Such a great and comprehensive explanations

[@EDRMedeso]

Glad it was helpful! Be sure to check out our website at digitallabs.edrmedeso.com for more helpful information and upcoming events!

[@solomonendalew7841]

Great thank you for good work

[@mdarifrazaquadri]

Can you please attach 3Model, so that We can use that model to perform Non-Linear FEA on the same model. It will be very helpful for us..

[@offshare2033]

Thanks

[@tarekmetrouni6743]

Hello
Please can you help me ?
I have a structure containing cables and beams I want to do the non-linear géométrique and material analysis.
made a program with fortran language of tensegrity structures constitutes bars and cables and I want to compare my results with a commercial software like Abaqus please if you can help me

[@riccardop2219]

In explict dynamics my two bodies don’t interact, why? 😢

[@AbhishekDubey-kq9ib]

Which software is this