v8hed said:
ARP head studs 134-4001 call for 80lbft using ARP Ultra Torque lube. That torque reading is based on 75% of the yield strength of the fastener (190,000PSI). So, the ARP studs have a greater tensile strength than stock head bolts allowing more torque to be applied to them. HOWEVER, what about the strength of the stock block head bolt hole threads? These were designed to withstand 65lbft from stock head bolts, not 80lbft.
With the above in mind, what do you guys think? I've had a previous bad experience with pulling threads from a seasoned stock block using STOCK bolts at 65lbft, so I'm more than a little nervous about torqueing the studs to 80lbft.
Ahh, yep! This is a place where there's lot of misunderstanding. Torque values are used as a second order means of determining how much preload stretch is applied to a fastener where that stretch cannot be directly measured, the example of direct first order measurement would be stretch measurement in rod bolts using a micrometer while tightening the nut.
The threads in the block must react the forces carried in the fastener period there is no way around this. Thisw happens regardless of fastener type, bolt or stud. If these forces exceed the strength of the threads in the block, they will fail. It doesn't matter if the studs are epoxied into the block's threads, the load reaction from tighening the nut is the same on the block's threads as would come from a bolt at the same torque. It doesn' matter if the stud's twisting force is between the the top block thread and the nut. In the end any and all force put in the nut has to be reacted into the threads of the block, these forces have no where else to go and must react out to a net zero sum between the fastener and the casting's threads. That's not to say the forces dissappear, they must be equal between fastener and fastened.
It doesn't matter if the fastener is stronger than the block, in the end it will be the strength of the threads in the block that will determine how much force can be carried in the fastener because the block or any other casting, will fail if excessive forces are put on the threads. Typically an engineer designs such that the fastener will fail before the casting, this is done because it's less difficult and less expensive to replace the fastener than the casting. Buy using a stronger fastener you risk failing the casting before the fastener.
Unless you're racing and have need to take the casting's threads to the ultimate they can tolerate to restrain combustion pressures and or need the fast R&R time offered by studs, or need to reduce the insertion and removal casting thread wear from repetitive cycles of assembly, dis-assembly, and re-assembly there isn't any justification for the use of studs other than the usual hot rodders routine of "Monkey See, Monkey Do".
Bogie