Thank you very much, very helpful. On a different note, research show that a distributes load line on the center of the load block yields accurate enough simulation in comparison to fully modeling the load block.
hello, i have 16 plies and I need to add a 0 thickness cohesive interaction/ element between each of them, is their a way to do that instead of creating my plieas as separate parts and assemble them like you did here in the minute 18:00 ?
Thanks for the toutrial! It was helpful ☺️ I have defined a cohesive interaction for interface of composite_adhesive of a scarf joint. When I apply adhesive damage properties to contact, it works but when I use composite damage properties to contact, it doesn't converge! Actually the reaction force goes up rather than to fall! I have no clue why this happens and be grateful if you give me a hand
You might need to be carefull in using value of K (stiffness you put for cohesive surface). The default value in many case dont work. You need to use smaller K value
Thank you very much, very helpful.
On a different note, research show that a distributes load line on the center of the load block yields accurate enough simulation in comparison to fully modeling the load block.
Thanks so much for the video. It is helpful for the community.
hello,
i have 16 plies and I need to add a 0 thickness cohesive interaction/ element between each of them, is their a way to do that instead of creating my plieas as separate parts and assemble them like you did here in the minute 18:00 ?
hi there, please update if you find out. I am also looking to solve a similar problem. Thanks
I have a problem with 2 unconnected regions in the model. How should I fix it?
Thanks for the toutrial! It was helpful ☺️
I have defined a cohesive interaction for interface of composite_adhesive of a scarf joint. When I apply adhesive damage properties to contact, it works but when I use composite damage properties to contact, it doesn't converge! Actually the reaction force goes up rather than to fall! I have no clue why this happens and be grateful if you give me a hand
You might need to be carefull in using value of K (stiffness you put for cohesive surface). The default value in many case dont work. You need to use smaller K value
Your boundary conditions are wrong, you can't lock all rot. Dof.
That't why you need to watch the whole video to understand. That is the point of the video :)