FRP Rebar
FRP rebar—also called GFRP rebar or fiberglass rebar—is a non-metallic reinforcement bar made from continuous glass fibers embedded in a thermosetting resin matrix. It is used for concrete reinforcement where corrosion resistance, low electrical conductivity, or non-metallic reinforcement is required. FRP rebar is typically produced by pultrusion, with a ribbed or sand-coated surface used to develop bond with concrete. Product characteristics vary with bar size, fiber content, resin system, and surface treatment.
FRP rebar is a glass fiber reinforced polymer bar designed for use as reinforcement in concrete. The bar combines continuous glass fibers with a polymer resin matrix, with the fibers primarily aligned along the bar length. This structure gives FRP rebar its characteristic tensile behavior and non-metallic material properties.
FRP rebar is manufactured by pultrusion. Continuous glass fiber rovings are combined with a resin matrix and formed through a heated die, where the composite takes its final cross-sectional shape and the resin cures. The longitudinal fiber arrangement provides the primary reinforcement along the bar axis.
The resin matrix surrounds the glass fibers and forms the polymer phase of the composite. The bar surface may be formed with ribs or provided with a sand-coated finish to support mechanical interaction with concrete. Fiber content, resin system, bar geometry, and surface treatment are selected according to the intended product configuration and application requirements.
FRP rebar is used in concrete structures where non-metallic reinforcement is preferred or where exposure conditions make corrosion-related considerations important. Common application areas include:
Selection of FRP rebar typically involves several product and project variables:
Product selection is based on the required bar properties, structural conditions, exposure environment, and the selected product configuration.
The following table summarizes general characteristics of FRP rebar. Product properties vary according to bar size, fiber content, resin system, surface treatment, and overall configuration.
| Characteristic | Description |
|---|---|
| Material type | Glass fiber reinforced polymer (GFRP) |
| Manufacturing process | Pultrusion |
| Reinforcement | Continuous glass fibers |
| Matrix | Thermosetting polymer resin |
| Surface treatment | Ribbed or sand-coated configurations for concrete bonding |
| Bar diameter | Selected according to product configuration and structural requirements |
| Tensile properties | Determined by the fiber content, resin system, bar size, and product configuration |
| Modulus of elasticity | Determined by the composite material system and fiber content |
| Electrical characteristics | Non-metallic and suitable for applications where low electrical conductivity is required |
FRP rebar is used as a non-metallic reinforcement option in concrete structures. Its tensile behavior, stiffness, and bond characteristics differ from those of steel, so FRP rebar is selected as part of the structural design rather than treated as a direct material-for-material substitution.
Yes. Ribbed and sand-coated surfaces are used to develop interaction between the bar and surrounding concrete. Bond behavior depends on the surface treatment, bar geometry, concrete properties, and installation conditions.
FRP rebar is non-metallic and does not have the electrical and magnetic characteristics of steel reinforcement. It can therefore be considered for applications where low electrical conductivity or non-magnetic reinforcement is an important design consideration.
FRP rebar can be cut with suitable abrasive or diamond cutting tools. Cutting can generate composite dust, so appropriate dust control and personal protective equipment should be used during fabrication and installation.
FRP rebar is non-metallic and does not rust in the same way as steel reinforcement. Its long-term behavior depends on the composite material system and the conditions to which the reinforcement is exposed.
For product selection or project evaluation, share the main requirements that affect reinforcement selection: