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Listeroid Engines / Re: Lister(oid) Concrete Base
« on: March 27, 2025, 03:30:37 PM »Bob,
The calculator and instructions were very helpful. Thanks
You did some great work with your system. A most impressive installation.
The issue am having is twofold.
1] I can't find data on my various insulators for in/lb load ratings in order to use the calculator so I had to estimate.
2] I plan to run the engine at 375 rpm constantly charging batteries. A speed of 375 rpm gives me an excitation frequency of 3.125 hz and the majority of the isolators I have access to all have a natural frequency of 7hz to 8hz.
All the guides I have studied recommend that isolators should have natural frequency of approx. 0.5 that of the excitation frequency in order to force them into the proper performance zone..
Natural Frequency vs. Excitation Frequency:
For effective vibration isolation, the natural frequency of the mounting system (where the engine is attached) should be significantly lower than the engine's excitation frequency.
Frequency Ratio:
Aim for a frequency ratio (excitation frequency / natural frequency) greater than 1.5 to 2, to ensure the vibration isolation system is working in the vibration reduction area.
So I have a mismatch problem for my low speed application.
Trial and error with soft mounts is a lot of work when mounting a 6/1, so I am still considering a solid mount with a 1600 lb base block as recommend by Lister.
I also invite other users to pipe in here and let us know what worked for you ( whether a solid mound or a resilient soft mount) What worked for you ?
I also fully concur that mounting a 6/1 on a massive block of concrete is the easiest and time tested approach. If I didn't need to originally operate our 6/1 inside our attached garage in a housing development where stealth and safety were critical, that's likely what I would have done.
With regard to the 6/1 engine design, Lister was pretty ignorant relative to machine design engineering knowledge and application today. Lister compensated for their knowledge shortcomings by designing massive engines mounted on massive concrete. I felt that unbalancing the fly wheels to compensate for an unbalanced piston arrangement wasn't the best approach...or in more simple-minded terms, two wrongs don't make a right... In fact, I dynamically balanced our 6/1 fly wheels in a similar fashion that car wheels are balanced today...with the objective of reducing vibration and increasing component life. And with component life also in mind, I didn't want the forces created by the 6/1 unbalanced piston arrangement to remain locked within the engine by concrete either. So, with all this in mind, being a mechanical engineer and given our original location requirement, a resilient engine mount provided the required solution and was relatively easy for me to successfully accomplish.
Anyhow, that's what I did and my rationale for doing it. As detailed in the previously provided links, I had to put the isolators in series (i.e., a two tier, 8 total isolator design) to achieve the required isolation performance given the specifications of the available isolators. So just know that it is always possible to design a proper isolation stand by using some combination of isolators in series or in parallel. But yeah, an isolation stand does require math and much more thought than pouring lots of concrete. For better or worse, that's how my mind works and what I have done my entire life. If you want a headache, give this a read sometime...
https://www.borstengineeringconstruction.com/AIAA-74381-139.pdf
All the best however you proceed!
Cheers,
Bob

