I have two channel sections connected back to back to form an I Beam, which means I have a large contact area.. I have defined the interaction as Surface to Surface with Small SLiding. But I am facing errors (Displacement increment for contact is too big). How do I resolve the issue?
Hello
Thank you very much for your training
If the beams are double jointed
How to determine the fulcrum
sir can you help me by keeping the shape memory alloy cantilever beam video please
I have two channel sections connected back to back to form an I Beam, which means I have a large contact area.. I have defined the interaction as Surface to Surface with Small SLiding. But I am facing errors (Displacement increment for contact is too big). How do I resolve the issue?
The stress variation is wrong nor the middle section should get an high stress value???
Greetings Sir, May I ask how long did u take to run the analysis? Cuz mine is running quite long