The problem with fiberglass reinforcement is that it does not undergo ductile failure like steel does. Steel will yield and, in addition, has strain hardening behavior. Fiberglass just fractures and that's that. Extra precautions must be taken when using fiberglass in failure critical members.
From my own experience, I saw that wood rots quickly for about 1cm (1/2") when it contacts with concrete or cement stucco, but remains intact when enclosed in cement-lime mix. IMHO, lime is important to save wood/straw from rotting.
Using straw for anything that is loaded in flexure will be a disaster. Reinforced concrete theory relies on the reinforcing to act as a crack stopping mechanism which will yield in a ductile manner. Straw's variable strength and inability to place it at critical sections means that it cannot perform the function of reinforcement as it will be possible to encounter localized weak reinforcement which will not prevent cracking and loss of section leading to progressive and sudden failure.
I'm just so happy that people had different perspective back then.
It's sad that we don't understand - unsustainable growth, scaffolding and prototyping phase is long overdue.