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How best to model bolted connections to capture stiffness?

Do you have any recommendations on how to (efficiently) model the connection between two parts bolted together when one is interested in capturing the stiffness of the bolted assembly and don't care about what is happening at the bolts?
 
I've heard of adding a layer of spring-like elements between the contacting surfaces, but it seems like one would have to tune stiffness of these every time.
 
Modeling the bolts as well as the contact between the surfaces with a flex-to-flex contact type would probably work, but i can't imagine doing this on a large scale.
 
 
Parents
  • A Bushing in Adams? Yes, I could replace the ​whole connection, which involves several bolts, with a single bushing, but as you say I'd have to tune it. Besides having to split the structure, this strategy becomes non-trivial when dealing with a large assembly containing upwards of 1,000 bolts. 
     
    I recently heard from Martin McNamee, it is possible to export an MNF in SOL 103 with a preload due to bolt torque effects. The contact  would be of the glued or linear type. 
     
    Does anyone have any experience with this approach?
Reply
  • A Bushing in Adams? Yes, I could replace the ​whole connection, which involves several bolts, with a single bushing, but as you say I'd have to tune it. Besides having to split the structure, this strategy becomes non-trivial when dealing with a large assembly containing upwards of 1,000 bolts. 
     
    I recently heard from Martin McNamee, it is possible to export an MNF in SOL 103 with a preload due to bolt torque effects. The contact  would be of the glued or linear type. 
     
    Does anyone have any experience with this approach?
Children
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