EDIT: This thread underwent a number of name changes. It is much more about adjustable loops than anything else in it’s present form
To immediately dispel the notion that some might think that I am primarily interested in a bowline’s strength, I am not. I actually think security aspects like: non-slippage, verification, post-eye-tiable (PET), ease of tying, and a knot’s non-jamming ability, far out weigh pure strength considerations.
This idea is just something interesting (and hopefully fun
) to do that I thought I might offer the forum. One notion to explore would be that a knot with a 3 diameter turNip is better strength wise than a bowline that has 2 diameters in the turNip.
Note that this exercise is about theory meeting practice. We all read things at this site that sound great in theory, or look good when you see an image, however what about the reality of it? Sometimes a 'theoretical" knot just does not live up to expectations, and vice-versa, a very good knot gets a “not acceptable” rating for a spurious “theoretical” reason. I, like most I expect, think about things theoretically and go from there. Unlike most, I have some trialling resources at hand, so theory can also meet practice.
My ego demands of me I try the two bowlines I have shown you recently: The B&B Bowline and the Mobius “Eskimo” Bowline. Other bowlines I personally like and would like to trial are the:
Ampersand Bowline (xarax)
EBDB Bowline (Dan Lehman)
EBSB Bowline (Mark Gommers)
These three came to mind immediately, however I would really like to add some preferences from Scott, Alan, roo, alpineer, Tex, enhaut… you get the idea… anyone or all ![]()
So this doesn’t get too big a project for me, I consider about 8 x 2 diameter and 8 x 3 diameter knots will be enough. The 2’s can battle it out and so can the 3’s. Then I will battle the best of the 2’s with best of the 3’s. I will also actually do some strength trials (in terms of kg loadings) of the two finalists, just so we can see how much strength difference we are actually talking about (if any).
This is not supposed to be a definitive test, just an interesting trial. We can discuss what knots make the trial and what doesn’t. I will have a bit of time in a week or two to start.
Cheers,
mobius
Edit: changed the name from “knot wars” to ‘Load testing of various Bowline structures’



