Jay, nice job on the bolt FEA analysis.
150Ksi at the blot head fillet might be a little high even for a good ARP bolt. Was wondering-
What thread coefficient of friction did you assume to arrive at the bolt load? The friction coefficent that I used was 0.08. This should be a good number since I would be using ARP's thread lube, I would run the fastener in and out 5 times as recommended by ARP and their Stainless 300 series has a natural lower friction coefficient due to the dissimiar alloys.
Or what bolt preload was used? 6,654 lbs. (29,597 N), this would occur when the fasteners are torqued to 22.9 lbs/ft.. This represents 85% of the fastener's yield strength. I could of used 90% though...
The model indicates almost a point reaction at the washer OD to react the bolt load. Is the circumfrential reaction lip at the washer OD really that small? I would think a bit more reaction shelf would allow less washer flexing and allow a more uniform load into the bolt head (ie more equal loading left-to-right of the head) as shown in the results figure. However the design is what it is if that is the extent of the reaction lip. The retaining washer will deflect about 0.008 inches at the center. This huge amount of distortion creates a huge stress peak at the outer sides of the fasteners, just as you mentioned. The original fasteners break exactly where my software predicts and this is even when doing the analysis without the threads in the fastener. The threads will obviously create a huge stress riser, however it bogs down the analysis time, so I supress that feature for now.
I also agree with the safety wire imbalance calculation, it will be no-factor. The low radius essentially on the centerline (or very close thereto) of the axis of rotation makes the wire mass inconsequential in its contribution to vibration.