We move on a few steps. After considering the options and much reading of BSI and EN standards for bolt and stud design, referring to my university books and my dads brain (
). the route we have chosen is studs with reduced shank diameters.
Any thoughts welcome particularly if anyone thinks we have missed something out
Why studs ? Well, the use of inserts in aluminium is not because aluminium is not strong enough (in terms of UTS) but because it has poor fatigue properties. The use of bolts means that the threads in the aluminium would very quickly become damaged after only a few removal and refits of the bolts. By using studs you no longer need inserts as you will no longer have to disturb that part of the joint.
Why reduced shank diameter? The point of highest stress in a bolt is at the inner root diameter of the first thread on the shank. This dictates the load you can put into a bolt before it breaks - so there is no point in having a shank diameter larger than the thread root diameter. Because of the way standard bolts are made the shank diameter is always the same as the outer thread diameter not the root diameter. This also brings another problem (particularly for our aluminium bits). Because the shank diameter is now greater than required its extension vs load profile means that as the engine heats up (and bolted joint expands) the increase in load across the joint is higher than need be. This manifests itself as damage to the bolted face on the aluminium (where the face has effectively been crushed). On cooling this can lead to a reduction in tension in the bolt and it comes loose. So reducing the shank diameter to that of the inner root diameter increases the relative extension of the bolt vs a given temperature rise, resulting in a lower stress at the aluminium face; so reducing the crushing of the head. It is very important that good spreader washers are used on aluminium faces - standard ones will not do.
In actual fact you can reduce the shank diameter to less than the root diameter as the stress in the first thread is a notch stress and has a load factor of greater than 1. Some books suggest you can go as low as 70% of the thread root diameter.
The work below is that of my dad.
The starting point is an M12x1.75 cap bolt (grade 12).
This is turned down to the treading diameter for an M8x1.25 (the original bolt size) at one end.
The shank is then turned down to the inner root diameter of the M8 thread.
M12 is used for the stud end because it is the smallest you can go for when drilling out the original M10 thread in the aluminium, and still have enough metal for the tapping diameter required.
The second photo shows roughly what they will look like installed (this one is not screwed in nor does it have the hollow dowels)
The third photo shows crush damage on the head.
Next job is to prepare the head for them. To be continued...........
There is some excellent technical advise on the ARP site (well worth reading):
http://www.arp-bolts.com/Tech/Tech.html