I've run several analyses with Bolt Fastener features. Typically I take a pair of plates, use a 2x2 set of bolts to connect them, define contact between the plates, then apply a bending load across the assembly. I've read all the PTC documents and I think I'm working entirely as they recommend. Running Wildfire3 M060.
I can get the bolts to solve in basic mode, advanced mode without preload, but when I try to use preload the solver crashes with fatal errors. I run single-pass adaptive solutions.
Has anyone ever gotten them to work with the preload option?
Any tips, experiences appreciated.
Dave
Edited by: dgeesaman
I can get the bolts to solve in basic mode, advanced mode without preload, but when I try to use preload the solver crashes with fatal errors. I run single-pass adaptive solutions.
Has anyone ever gotten them to work with the preload option?
Any tips, experiences appreciated.
Dave
Edited by: dgeesaman