I asked for force....240~560 lb / sq ft.
I asked for force....240~560 lb / sq ft.
Imo we should not go by a data sheet that only shows how they tested a cell and then make all kinds of implications that are not stated on that data sheet. My research is from what I read on this forum and so far that’s no more than 17psi is the latest best life for our cells..What, then, should we do with our cells? Please site your research so that we can know what to do.
Well then was this statement by Ellcon123 also false?If that was your meaning, the statement is false.
B, the cells would start off having whatever pressure (psi) the plates are applying to each cell. Each cell and each plate is only influenced by itself because the plates cannot be influenced by the other cells/plates, unless your saying the interior plates can move with the expansion of the other cells then the force each cell has in it is slightly more than it would have if it was in its own plates like A. Slightly more force from the other cells can slightly increase the pressure within the rig if everything in the rig can influence everything in the rig..Here is a quiz for everyone. It is open book. Let's assume that the pressure on the cell in A varies from 12 PSI to 20 PSI during our usage, and that the cells have a cross-sectional area of 56 square inches. Further assume that the cells in B and C behave the same way.
At A we have one cell held in a rigid frame just like the datasheet says to do.
At B we have four of those cells, each in their own frame, but the four frames are rigidly clamped (bolted) together.
At C we have four cells, but we have removed all of the inner frame parts and have them in a rigid frame like the datasheet says to do, except we did four cells at a time.
Question 1: How much pressure do the cells in B have on them?
Question 2: How much pressure do the cells in C have on them?
Bonus 1: What is the range of force on the left wall in C?
Bonus 2: What is the range of force on the right wall in C?
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I know your just answering the question, but 20psi is to high going by what we were actually told and not going by how a cell was tested in a data sheet.. so that means a rigid structure is too rigid.If within a rigid fixture force never exceeds 20 PSI when maximally charged and force never drops below 12 PSI when maximally discharged, those force extremes remain the same whether you have a single cell, 4 cells, or N cells (as long as the structure is truly rigid) and whether you have individual fixtures for each cell or a single fixture for the entire pack (again, assuming that the fixture is truly rigid).
I purchased flexible laminated busbars. Almost the same cost as the wire and lugs and less connectionsI have a compression fixture on my 16-cell 2x280Ah 24V LiFePO4 pack and was concerned enough about mechanical stress to want flexible busbars. I went to the trouble of making short flexible cables using 2/0 welders wire. Plenty flexible enough to accommodate the small amount of compression / expansion of the cells and the only ‘trick’ was that I had to make the 2/0 cables 2-cells wide (so my 16-cell pack has interleaved connections, only one connection being between adjacent terminals.
It was somewhat laborious to make the 2/0 cables, but not expensive.
I’m pretty certain 2/0 or even possibly 1/0 welder’s wire is going to be much easier and more effective than attempting to crimp multiple 10-guage wires into a single lug…
336-560 lb-f or 6-10 psi?I asked for force....
@cinergi commentNo, you didn't say that before. This statement you just made is false. Still.
I see what you did there ?Spring rate of the spring determines the length required. The threaded rods are "springs" along with everything else so I'll leave out the springs and keep it simple. Just trying to get to 20 pages. I don't think it's a stretch but the pressure is on!!!
Technically, one plate has 672 to 1120 pounds, and the other plate has -672 to -1120 pounds. The sum of the forces have to equal zero if nothing is moving.336-560 lb-f or 6-10 psi?
This is all a bit out of my scope of expertise but I love keeping the brain healthy.
I said in B they are rigid plates just like in A. Take four A and cram them together, and none of the plates can move.unless your saying the interior plates can move
Pressure is force over a unit area. If you know the force and the area it is applied over, you know the pressure.Part of the issue isn't it, force or pressure?
Oh, boy! I think you are catching on!maybe in a rigid/fixed structure or with strong enough springs that basically completely stop expansion, that then there maybe ISNT MORE FORCE WITH MORE CELLS.
It's a joke.Pressure is force over a unit area. If you know the force and the area it is applied over, you know the pressure.
Whoops! Sorry I missed that.It's a joke.
My point is that there only is possibly not more expansion/force with more cells if expansion is all but completely stopped from even starting by the compression.Oh, boy! I think you are catching on!