Hi krishi,
it's difficult to figure out exactly how your dynamic system is made, without seeing it, but let's try to build up something:
- machine+tool+workpiece close a kineto-dynamic "chain", i.e. a forces' loop. Somewhere in this loop you have to put your excitation frequancy(ies).
- you told that you know from calculation the forces which are ingenerated between the workpiece and the cutter during milling: so, the node-point for applying these forces will be the end of the tool where it comes into the workpiece.
- the tool can be simulated by a beam with circular section
- the spindle can be simulated by a succession of circular beams or pipes
- you can go on discretizing the machine with beams / trusses as finely as you want. Note that if in some regions you feel more comfortable with 3D elements, you can incorporate them with no problem, but be careful with what follows...
- at a certain point, you will come to the machine's basement: there, an element able to correctly capture a uniformly distributed mass is needed. Be careful on how you connect this kind of elem with the others, otherwise some spurious DOFs may arise... Look in the help file for the appropriate selection of elements and the points you must take care to when connecting different elems types
- from there, "re-grow up" to the translating table where the workpiece is locked, and then to the work-piece itself.
In my opinion, where the workpiece is cut by the milling tool, it should be excitated by the same forces acting "towards the spindle" (the system is "a loop").
You will get automatically this effect without need of duplicate nodes or strange things, if there is a common node between the tool (i.e. it's representative beam) and the workpiece.
- as regards direction of forces: of course you can mill in any direction, but: if your mill-machine is a "portal-type", for example, it is obvious that the machine is less stiff in the direction normal to the portal, so this would be the direction in which to put the excitation vector. There are for sure some guidelines dictated by your own system which only you can know.
- globally, take care in putting elems / real constants which correctly depicts the REAL masses / stiffnesses!!! I know this may sound trivial, but generally it's not so obvious and most of the time some experimental info is needed as regards deflections under known forces.
Well, that's about all, I think...
Feel free to ask there if you still are in doubt...
Regards