That's what I like,intelligent dialogue.
Glad you talked to Mike.
He is an insightful guy and a gentleman.
He does scare me sometimes though.
I'm looking at the pic's presented so far and I see a common problem:
Parallel beam sides.
I don't know if you remember your wave theory from physics class,but you have the start,the peak,the crossover point,the trough and the end at zero.
It's known that metals do tend to have a resonance "Q" or natural vibration.
Put a series of sensors along the beam of a set of rods with parallel sides and you will find peaks and troughs around 1/4 & 3/4 marks along the length of the parallel sections,when the natural resonance is excited.
The higher the inpulse applied,the greater the excitement or motion.
Looking at where Mike's rod failed in the pic',I would say it was at the 1/4 point of the most highly stressed end of the rod.
Shouldn't be hard to excite that resonance somewhere in the RPM band.
Couple that with the extreme loads .......
Two things might have saved that rod [and Mike's wallet]:
1.Greater broad face width on the big end [to withstand the swinging motion].
2.Non parallel sides to minimize any standing waves [lower Q].
I realize the wave issue may not sink in with most people,but the issue has it's roots in structural designs such as buildings and bridges,especially in earthquake zones....think Tacoma bridge.
Structural reinforcement doesn't work too well when it's wobbling around like a drunken sailor.
You will always get some vibration at the natural frequency of the part. The ideal goal is to never stay at a RPM where this takes place for any length of time. As for the taper beam rod, this design looks real cool and you would think it would even out the stress around the big end but actually, there is not much stress in that area just because of the way the beam flares out around the big end. At this point we have to look a couple of things. First you have two different reasons for a connecting rod to fail. In most cases, the rod will fail in tension (pulling) at TDC of the exhaust stroke. This is where the piston wants to continue up the cylinder walls and out through the cylinder head and the crank wants to pull it all back down. At that brief moment, everything has essentially stopped and you have a static pull that is equal over the length of the beam. The other time a rod will fail is due to overload / buckling. In both of these cases, most of the time the rod will break right below the wrist pin. With this thought in mind, I have to ask why would you make the thinnest part of the rod beam in what is one of the highest stressed parts of the rod beam? BTW, the swinging motion is a very small part of the stress on a rod and takes place several degrees past TDC.
Tom