Forsoothe!
Imperial Masterpiece
I haven't read this whole thread, but one thing to keep in mind is that concrete is cured by damp heat, ~110° to ~140°F, usually the product of exothermic reaction, the heat produced by the combination of water and Portland cement (in appropriate ratio). In thin sections as you describe in the original post, your part will dry, but not cure, making it very friable. You need to get it up to ~130°F, while it is still wet, and keep it damp through the process, and/or increase your thickness to ~^3/4" or greater, which will still be marginally too thin causing too much heat loss during the curing process of 24 to 48 hours. What I'm telling you is that you need to prototype your process in order to establish how you're going to get the acceptable cure at some desired, or trade-off thickness, before you shoot the moon. There's only so much fiberglass in your inventory, so do a square foot at a time to figure out the details...
One other small detail: Just as all plastics shrink as they cure, all plasters and Portland-type cements expand as they cure. The inclusion of fiberglass may, or may not, induce lineal stress causing cracks if the concrete wants to expand longer than the fiberglass will stretch. (In plastics, if the plastic shrinks more than the fiberglass allows, it causes warping or bowing.) Nothing is easy.
Sorry, I know this is not what you were looking for.
One other small detail: Just as all plastics shrink as they cure, all plasters and Portland-type cements expand as they cure. The inclusion of fiberglass may, or may not, induce lineal stress causing cracks if the concrete wants to expand longer than the fiberglass will stretch. (In plastics, if the plastic shrinks more than the fiberglass allows, it causes warping or bowing.) Nothing is easy.
Sorry, I know this is not what you were looking for.