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!
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.
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
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!
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.
Thank you for your detailed explanation!
thank you for such a good and clear explanation!
THANK YOU SOOOOO MUCHHHHH ITS VERY CLEAR AND EASY TO UNDERSTAND
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..
Such a great and comprehensive explanations
Glad it was helpful! Be sure to check out our website at digitallabs.edrmedeso.com for more helpful information and upcoming events!
thanks a lot, great job
GOOD. AND MORE THAN THAT.EXCELLENT
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
Great thank you for good work
Fantastic video!
In explict dynamics my two bodies don’t interact, why? 😢
Thanks
Which software is this