... you want the strongest bend (likely, least curved) to come first, to diminish the force that can be delivered to the later-reached, sharp ones. I think that a similar
reasoning works for security
I read the
same line, in the exact
opposite sense !

You want the least curved bend ( the one that will diminish the force
less than if it was sharper ) to come first, so to diminish the force that will be delivered to the later-reached, sharper one ( the one that will diminish the force
more than if it was less curved). So, you want a first force-absorbing point, a first line of defence, that will be
weaker than the second force-absorbing point, the second/last line of defence, that will be
stronger. Welcome to the International Guilt of Castle builders !

I think that a similar reasoning works for security --later places have less forces to deal with, if the earlier nips are stronger : and thus, all nips work sort of *simultaneously* for effect, and the nub is better preserved in integrity,
Here we go again :
Later places have less force to deal with, simply because there exist
earlier places, period. The earlier places can be weaker or stronger than the later places - the previous argument is valid in either case, without specifying the order of the relative strength between the two places / lines of defence !
Now, think in
how many situations/attacks do we wish this simultaneous defence : If the first line is weaker than the later, the chances are that both lines will be collaborating most of the time - simply because the first will need the second more times than it would had needed it had it been stronger. So, if the first line of defence against slippage is weaker than the second, most of the time we will have both lines working in tandem, without the segment of the rope between them be slack - i.e., most of the time we will have a compact knot s nub. On the contrary, if the first line of defence is stronger than the second, it will, alone, hold more times than if it would have hold had it been weaker, without any help from the second line, or from anybody else ! Soldiers on the second line will have a good time just watching what is happening, that is true - although they will not be able to
enjoy the view, and see their enemies been exterminated, because their inner fortress will be lower than the outer fortification walls... If I were a general (brrr...), I would not feel so happy to sit on the top of a low tower, without been able to see what is happening outside the higher outer fortification wars, AND with the sight of all those lazy soldiers around me, that, most of the times, will not fight, and will be not utilized ( = will not die).
If the fist line of defence is weaker than the second, regarding the same distribution of weak and strong external loadings, both lines will be used simultaneously more times than if it had been weaker... I have seen this in practice. The ropes I use are 9 - 12,5 mm climbing ropes, and the loadings to which I am able to test them are weak, relatively to their size. So, many times I have seen an end-to-end knot (bend) or an eyeknot ( loop) that has not been optimally designed according to this idea I had tried to explain, where the "first" places the pulled standing end or eye leg are bent or nipped are
the only ones that are really needed and loaded - and the remaining places remain remaining a heavy enough load... where their collaboration will, at last, be needed and used. That means that, most of the time, such a knot would need a careful set up, and a strong pull of the tail, to become compact and reach its "final" form - the weak loading by itself will only leave the "later"/"second" part of the rope unused, and the segment(s) between this part and the "earlier" / "first" part loose...
rather than possibly suffering the deformity of weakened early nips that rely on some surer, last-g(r)asp holding.
Better sooner than later ! At the "final" form, which is the form with which the knot will confront the heavy loading, this deformity would have occurred already. So, I prefer a knot that, most of the times, even under weak loadings, will have the same form as its final form - because the earlier and the later lines of defence against slippage will be collaborating simultaneously.
In my compound-nub structures, it would be foolish to simply undo the outlying bowline and then consider what's left --in some fairly well-set state-- in terms of its isolated security
That means your compound-nub structures are not two-stages structures, where the second line of defence can hold, even if the first one has been crushed ... However, the "Mirrored bowline", although it is a compound -nub structure ( is nt it that so ?), does not belong to this category, I believe...
On the contrary, when I seek a "safe bowline", I search for a bowline that will hold, even if its collar is loose, or it is cut off, or it is untucked altogether ! That is why I search for self-stabilizing nipping structures, that will retain their integrity even without the first stage/part of the collar structure - and/or with as little amount of help from the whole collar structure as possible.
Read (1), where I had to decide which bowline ( out of two "similar"(?) and beautiful knots ) is to be preferred, and I did it by just applying this line of thinking - and nothing else !
1.
http://igkt.net/sm/index.php?topic=4125.msg27085#msg27085