Dear all,
I'd like to ask you a question regarding load sequence definition in case of nonlinear analysis.
It's kind of a complex, nonlinear load case which consists of: gravity load, bolt pretension and external load.
In the first step I'd like to consider effects related to mass influence (compression of a flange).
After the flange is compressed I'd like to apply bolt pretension and at the end consider external load.
There is the tutorial about bolt pretension:
OS-1390: 1D and 3D Pretensioned Bolt Analysis of an IC Engine Cylinder Head, Gasket and Engine Block System Connected Using Head Bolts
What I don't understand is why do I need to specify both CNTNLSUB as well as STATSUB(Pretens) to consider bolt pretension.
Isn't it enough to calculate bolt pretension (as nonlinear case) in one load step and then using CNTNLSUB consider it in the next one?
In my case I'd like to have following situation:
Gravity loading results --> transfared to bolt pretension load step --> transfered (gravity +bolt pretension) to the last load step (external force)
Should I use STATSUB(Pretens) as it's show in mentioned tutorial?
Best regards
Jakub