Going at this backwards. Please bear with me.
IME, strings lose intonation and ultimately break at the bridge bend. That is the only point at which the hardened steel core is significantly permanently deformed during installation, other than the 90 deg bend in the peg hole bend.
Over the years and through a bunch of basses, I have found that strings mounted with the largest break angle at the bridge saddle have the shortest life span. Caveat: setups minimizing the bridge break can prolong string life. But, there are string response trade-offs to consider.
So, the witness point at the bridge saddle is the primary string life factor. There are fundamental metallurgical reasons for this to be the case. Hardened steel is strong; but, the basic defect structure in the crystal, which causes the strength, becomes damaged by deformation. The point is that you want to damage the steel core as little as possible.
In fact, you do not want to “stretch” the steel core at all. BUT, there is unresolved slack in the string tension behind the witness points at each end, and around the tuning gear posts. Experienced players learn to coax some of that unresolved tension out of the initial setup by GENTLY pulling on the string at setup. Or, you can also wait for the tension to release.
Those familiar with using the HipShot Detuner understand this issue.
For my setups, that unresolved tension is gone within a day; and I just need to install the strings the day before the gig. A studio player may need less time for working reasons; but, they can also afford a little more damage, and just more frequently change the strings out. I’m cheap, so I go with whatever gives me longer life. But, all of this will depend a bit on your particular bridge setup, and how you install the strings. For example, I try to wind my strings on the tuning post under whatever tension I can apply by hand to minimize slack; but, that is never perfect and will vary by player etc.
Hope that helps understand what is being called “stretching,” but, which is actually the release of unresolved areas of low string tension, mainly behind the witness points.
Carry on.
IME, strings lose intonation and ultimately break at the bridge bend. That is the only point at which the hardened steel core is significantly permanently deformed during installation, other than the 90 deg bend in the peg hole bend.
Over the years and through a bunch of basses, I have found that strings mounted with the largest break angle at the bridge saddle have the shortest life span. Caveat: setups minimizing the bridge break can prolong string life. But, there are string response trade-offs to consider.
So, the witness point at the bridge saddle is the primary string life factor. There are fundamental metallurgical reasons for this to be the case. Hardened steel is strong; but, the basic defect structure in the crystal, which causes the strength, becomes damaged by deformation. The point is that you want to damage the steel core as little as possible.
In fact, you do not want to “stretch” the steel core at all. BUT, there is unresolved slack in the string tension behind the witness points at each end, and around the tuning gear posts. Experienced players learn to coax some of that unresolved tension out of the initial setup by GENTLY pulling on the string at setup. Or, you can also wait for the tension to release.
Those familiar with using the HipShot Detuner understand this issue.
For my setups, that unresolved tension is gone within a day; and I just need to install the strings the day before the gig. A studio player may need less time for working reasons; but, they can also afford a little more damage, and just more frequently change the strings out. I’m cheap, so I go with whatever gives me longer life. But, all of this will depend a bit on your particular bridge setup, and how you install the strings. For example, I try to wind my strings on the tuning post under whatever tension I can apply by hand to minimize slack; but, that is never perfect and will vary by player etc.
Hope that helps understand what is being called “stretching,” but, which is actually the release of unresolved areas of low string tension, mainly behind the witness points.
Carry on.
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