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Does anyone have any recommendations about how best to pretension a bolt in static analysis?
For example suppose that object A is bolted to object B with bolt c and nut d....
Normally one would want to apply "separation + sliding" contacts between all smooth surfaces and "bonded" between threaded surfaces.
Then what next? How to set up the pretension?
(When I understand how to do this in general, would like to apply it to a tapered rod inserted into tapered hole in a block, held in place by a tensioned bolt inserted axially. Hmmm....)
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