GRRP is rarely used as ordinary reinforcement to concrete structures for several reasons including its low young modulus. Did yo use it successfully as ordinary reinforcement (not prestressing)?
Yes, I have used the mentioned by you material as ordinary reinforcement to concrete structures. In using it I can see one main problem - you cannot bend this type of reinforcement, and, therefore, it can be applied in the structural elements where there is no need to bend it (spread footings, slabs, etc.). Also, it can be used in lower an upper pedestals of seismic isolation rubber bearings in seismic isolated buildings.
Glass fiber reinforced polymer (GFRP) was used as an alternative material to the steel rebar. It is lightweight, no-corrosion, superior tensile strength, and high mechanical performance. Installation of the GFRP rebar is similar to steel rebar, but with less handling, transporting and storage problems.
A particularly advantageous case of using GFRP reinforcement is the situation of long, straight, horizontal elements, where in classic reinforcement several reinforcement bars should be joined. GFRP rods can be very long.