Contact efficiency — where it appears
Named by 6 essays across 4 fields — each of them below, with the objects they name alongside it.
A tuft is set so it cannot untwist
A cut pile tuft has a free end, and at a free end the pressure holding the twist is zero. So the twist runs out over a computable length, the tuft opens, and a carpet loses its appearance long before it loses any material.
A sewing thread is a different animal
It is folded, balanced, lubricated and finished, and every one of those is an answer to a requirement no weaving yarn has. The lubricant is the interesting one: it makes the thread sewable by lowering the friction that was holding its own fibres together.
What grips the end of a fibre
A twisted yarn squeezes itself, and the squeeze holds the fibre ends in. Write the slip and the break out side by side and the fibre's own strength cancels — and so does the load on the yarn — leaving a gripped length that depends on fineness, friction and the twist and on nothing else.
The other half of the twist curve
This collection computed the falling half of the strength–twist curve exactly and declined the rising half as being out of reach. It is not out of reach. With the grip derived rather than assumed, the optimum comes out at a twist factor — and the same twist factor at every count, which is why the trade quotes twist factors at all.
The singles inside a ply are not the singles
Folding leaves each single with a fraction of its own twist, which should ruin its grip on its own fibres. It does not, because the ply's helix presses on the singles exactly as a single's helix presses on its fibres — and across the whole practical range the two very nearly cancel.
Twist decides where in the bracket
A yarn's bending rigidity can only be bracketed, and the bracket is three hundred wide. What decides where a yarn sits in it is whether its fibres can slide — and for a thread bent by its own crimp in a cloth, the answer is not close.
Named alongside it
The objects these essays reach for when they reach for this one.
Critical lengthFrictionHelix angleStaple lengthFolding twistObliquityPlyTenacityTwist factorAbrasionBending rigidityCapstan