The pre stress in a bow limb using fiberglass or even wood is already being done by shaping the reflex in the form.
After watching this engineer explain the theory of a Post tension concrete floor or beam, it makes a guy wonder if you could run some piano wire in the core of a limb and adjust the tension after the bow was laid up.
This would sure add some strength to a straight ASL design, but I have no idea how it could be done effectively. I’ve built a lot of PT decks on parking structures and built 4-5 story buildings on them. So i I understand the concept….. but… I seriously doubt it could be incorporated into a bow limb.
Kirk