FRP / GFRP Rebar — Glass Fiber Reinforced Polymer Reinforcement Bar
FRP Rebar (also known as GFRP rebar or glass-fiber-reinforced polymer reinforcement) is a high-performance, corrosion-resistant alternative to steel rebar. Manufactured by pultrusion with continuous E-glass fibers and a premium vinyl-ester / epoxy resin matrix, our FRP rebar delivers superior tensile strength at a fraction of the weight of steel.
Key Advantages
- Corrosion Resistance — never rusts, ideal for marine, coastal and chemical environments
- High Tensile Strength — comparable to steel rebar, with much lower weight
- Non-Magnetic & Non-Conductive — perfect for MRI facilities, substations and electromagnetic-sensitive areas
- Light Weight — up to 75% lighter than steel, cutting transport and installation cost
- Long Service Life — 100+ years expected durability with minimal maintenance
Available Colors & Ribbed Surface
Our GFRP rebar features a sand-coated or ribbed surface for excellent bond with concrete. Multiple color options are available for easy grade identification on site.
Typical Applications
- Bridge decks, parapets and coastal concrete structures
- Water treatment plants, tunnels and underground structures
- Pavement and slab reinforcement where de-icing salts are used
- Magnetic-resonance (MRI) and electromagnetic-sensitive buildings
- Roadside barriers, retaining walls and precast elements
Specifications (Custom Available)
| Diameter | Tensile Strength | Standard Length |
|---|---|---|
| 6 mm – 32 mm | ≥ 700 MPa | 6 m / 12 m (custom) |
Contact us for full technical datasheets, load-testing reports and custom diameters.
FRP Rebar Price, Sizes and Diameters
Looking for FRP rebar price? Our GFRP rebar sizes range from 6 mm to 32 mm in GFRP rebar diameter, supplied in 6 m or 12 m standard lengths with custom cuts available. As FRP rebar for concrete reinforcement, the ribbed / sand-coated surface ensures an excellent bond with concrete and never rusts. Send your required diameter and quantity for a fast, factory-direct quotation.












