I performed a linear static analysis in a simple bolted,
I established 500N preload and at the interface i gave 0.1 static friction in property type,
I did 3 load setups one only with pretension, another with only external load and another with STATSUB(PRETENS) calling the pretenion case,
I requested ELFORCE on bolts and CONTF in the interface region,
The contact force is all good i applied 500N preload and the contact force is 350N
but the axial force in all 2 load case remained same 500N except for only work load and the displacement i got in only pretension case 1.03E-06,
but when i tried the case without any contact between plates,
I got the displacemnt 0.2mm good,
axial force in pretension = 500
axial force in workload = 63N
axial force in workload + statsub(pretens) = 563N
what is happening with contact,
I want an friction contact at the interface