Hi All,
Hope you can post a reply for the query below :
Considering a model ( two plates with a bolt ):
note: the bolt is modelled by Linear elements, i.e, rigid spiders(RB2) at the head and nut end, with 3 beam elements
between them.
I could induce pretension in the bolt by the following ways:
1. applying temperature at the extreme nodes of the bolt,i.e, the independent node of the rb2,
where the one node of beam element and rigid meet.
2. through multipoint constraints.
3. by Gap elements.
But, how would I carry over this pretension effect to the subsequent loadsteps,
where I could use the strain created in the pretension step as the stressed bolt, where I would apply the service load to the model
In simple, how would I 'Lock/Carry' this pretension effect created to the other loadsteps??
NOTE: I'm TRYING TO USE INERTIAL RELIEF TO CALCULATE THE STRESSES IN THE MODEL,in the following loadsteps.
hence I cant use constraints to lock those nodes.
Further , I have also made use of the option CNTNLSUB to carry the bolt strain results forward, but in vain.