"ring-loading"[/i] is a defined term from rockclimbing
For the bowline ? I was under the impression that rockclimbers
do not use the bowline, so they would not have much to say about it... and they should not say much about it. And if Ithey
do use it, but use it as a binder, or in situations - like the two examples you provided - where it runs the danger to be reduced to something
else, then this is their fault, not the bowline s ! The bowline works because its nipping loop is tensioned, and its nipping loop is tensioned only iff- and because - the standing end and the eye leg of the standing part are both tensioned. If, momentarily, the standing end is slackering for whatever reason, the two eye legs are slackering too, so there is no danger that any load moves towards any direction.
You stated that :
"the knot becomes effectively an end-2-end joint". Well, the bowline that I know, and I have used as an end-of-line loop more times than any rock climber,
never becomes an end-2-end joint : fortunately, the waist line of the mooring bollards does not expand during the night !

...you want to consider some other loading that is a combination of ring-loading and normal loading
I do not
want to consider it, I
have to consider it, because it is the only thing it happens when the bowline is used properly, as an end-of-line loop, and not as a binder.
don't presume to hijack the term for this
That was not my intention, but now you mention it, I think that I / we should !

Why do the rock climbers have the monopoly for a term concerning a knot they do not use, they do not trust, and they do not understand? Let them keep the monopoly for the fig.8 bend, which they use, they trust... but, again, they do not understand !

And let us be free to define what "ring loading" should mean, that would be related with what the bowline is, and how it works, when it is used properly.
and then argue about others' lack of comprehension.
I believe you do not believe that it is sooo difficult, even for me, to test an eye-to-eye knot, don't you ? I was talking about my difficulties to test the many proposed solutions for a simple bowline "lock", in a most complex situation like the one we encounter many times, and is described here :
To test this midline bend/joint, you have to control carefully the loadings on each of the three limbs, because, in a real situation, they vary according to the angles they meet each other at the central nub, and the friction forces they encounter around the - round or not - object...
... or in Reply# 94. So, how we can test those things for all those solutions ? And even if we could, even if we could exhaust all possible scenarios, what would this mean ? Suppose we could conclude that the bowline lock A, is holding better than the bowline lock B, in some situations described by the scenarios A1, A2, A3, etc.., while in some other situations described by the scenarios B1, B2, B3, etc, what is really happening is the exact opposite. How would we chose which solution we will use, if we can not anticipate the future situations ? And if it turns out that we can not decide how to evaluate the most usual scenarios, where there is
"a combination of ring-loading and normal loading ", why should we consider the most rare "pure" ring loading scenario - even if it is very easy to test our candidates in the simple situation described by it ?
It might be the case that there are many satisfactory "simple" locks for the bowline, but the decision which one we should chose is not a simple thing - not at all !