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?
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Hello
Thank you very much for your training
If the beams are double jointed
How to determine the fulcrum
Greetings Sir, May I ask how long did u take to run the analysis? Cuz mine is running quite long
The stress variation is wrong nor the middle section should get an high stress value???
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?
sir can you help me by keeping the shape memory alloy cantilever beam video please