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Hi All,
Just that, are ther any guidelines to joining sheet metal edges for Analysis?
If I have the edges, inner edges touch due to a chain flange, I get an error of nodes on top of nodes. If i leave a gap, I need to add a weld or a rigid link. Or, I can re model the part, and have the edges fully overlap so I get a bonded contact between the edges. this should be obvious for a folded up box that has welded seams. I'll safely assume I'd need a gap if no welding of the flanges is requried..
Just lookign for a rule of thumb, what works for others, what others do with sheet emtal parts & stress analysis.
It really depends on the design itself and what you think is going to be involved in the FEA side of the project. The vast majority of the analysis work I've done for the past 2.5 years has been sheet-metal/shell elements, and over that period of time I've come to several conclusions: