GFRP vs CFRP in Structural Strengthening

GFRP vs CFRP in Structural Strengthening: A Technical Comparison

GFRP vs CFRP in Structural Strengthening


When specifying fiber-reinforced polymer (FRP) systems for concrete, steel, or masonry strengthening, the two most common choices are Glass Fiber Reinforced Polymer (GFRP) and Carbon Fiber Reinforced Polymer (CFRP) . Both deliver corrosion resistance, high strength-to-weight ratios, and faster installation compared to traditional steel plate bonding or section enlargement — but their performance envelopes, cost profiles, and ideal application ranges differ significantly.


This guide provides a detailed engineering comparison to help you select the right FRP system for your next strengthening project.


Material Composition

Both GFRP and CFRP are composite materials consisting of reinforcing fibers embedded in a polymer matrix (typically epoxy, vinyl ester, or polyester resin). The key difference lies in the fiber type.


PropertyGFRPCFRP
Fiber typeE-glass or S-glass (glass fibers)Carbon (graphitized polyacrylonitrile or pitch precursor)
Typical fiber content55–65% by volume60–70% by volume
Matrix resinsEpoxy, vinyl ester, polyesterEpoxy (structural), vinyl ester
Color / appearanceLight-colored (white, tan, or tinted)Dark gray to black



GFRP uses glass fibers produced by melting silica sand and other minerals, then drawing them into fine filaments. E-glass is the industry standard for general-purpose applications; S-glass offers ~33% higher tensile strength for more demanding use. Alkali-resistant (AR) glass containing 16–20% zirconia is specified when direct contact with concrete is expected, preventing alkaline degradation over the service life.


CFRP fibers are manufactured from polyacrylonitrile (PAN) or pitch precursors that undergo stabilization, carbonization at 1,000–3,000°C, and surface treatment. The result is a fiber with exceptional stiffness and strength but limited elongation capacity.


Mechanical Properties 

The following comparison summarizes the key mechanical parameters for externally bonded FRP systems used in structural strengthening. Data ranges reflect typical values from published research and manufacturer technical data sheets.


Mechanical PropertyGFRPCFRPSteel (reference)
Tensile strength800–1,500 MPa2,400–5,000 MPa400–600 MPa
Modulus of elasticity (E)40–85 GPa150–250 GPa (standard: ~165 GPa)200–210 GPa
Ultimate tensile strain1.5–3.0%1.2–1.8%10–25%
Density2.0–2.5 g/cm³1.5–1.8 g/cm³7.85 g/cm³
Weight (per unit area vs. steel)~1/3 of equivalent steel~1/5 of equivalent steelBaseline
Thermal expansion (longitudinal)~10 × 10⁻⁶ /°C~0.5–2.0 × 10⁻⁶ /°C12 × 10⁻⁶ /°C
Electrical conductivityNon-conductiveElectrically conductiveConductive


--Strength: CFRP delivers 2–4× the tensile strength of GFRP and 5–8× that of structural steel. This makes CFRP the default choice when maximum load capacity gain is required with minimal added material thickness.

--Stiffness: CFRP's elastic modulus is comparable to steel, meaning it effectively controls deflection and cracking in flexural members. GFRP is significantly less stiff, so while it can increase strength, it provides less improvement in serviceability (deflection control).

--Ductility: GFRP has higher ultimate strain (up to 3.0%), giving it better energy absorption under cyclic or dynamic loading. This can be advantageous in seismic retrofitting where post-peak deformation capacity matters.

--Weight: Both are dramatically lighter than steel. CFRP is the lightest, which simplifies handling on tall structures and overhead work.


Strengthening Performance by Application


1 Flexural Strengthening of Beams and Slabs

When bonded to the tension face of a concrete beam or slab, FRP acts as external tensile reinforcement.


SystemTypical Capacity IncreaseDeflection Control
CFRP (externally bonded)40–80%Excellent (high E limits crack width)
GFRP (externally bonded)15–40%Moderate (lower E allows more elongation)
NSM CFRP50–75%Excellent
NSM GFRP25–50%Good


For structures requiring significant flexural capacity upgrades — such as bridges receiving heavier traffic loads or buildings converting to heavier occupancy — CFRP is typically the preferred system. GFRP can be sufficient for modest upgrades (e.g., adding a floor finish or light equipment loads) where deflection is not the governing design concern.


2 Shear Strengthening

U-wrapping or fully wrapping FRP around a beam provides shear reinforcement analogous to stirrups.

CFRP achieves higher shear capacity per layer due to its higher tensile strength. Typical improvements range from 30–60%.

GFRP provides 20–40% shear improvement and benefits from higher strain capacity.


3 Column Confinement (Axial Strengthening)

Wrapping columns with FRP creates lateral confinement, increasing both axial load capacity and ductility.


SystemAxial Capacity IncreaseDuctility Improvement
CFRP wrap40–90%Moderate (high stiffness, lower strain)
GFRP wrap20–50%Higher (greater strain allows more deformation before rupture)


4 Masonry and Heritage Structures

For strengthening unreinforced masonry (URM) walls, historic buildings, and structures where aesthetics must be preserved:

GFRP is often preferred because it is non-conductive (safe around electrical installations), easier to cut and shape on-site, and lighter in color (less visually intrusive if exposed).

CFRP is used when maximum strength increase is needed, such as in seismic retrofits of heritage structures in high-risk zones.


Durability and Environmental Resistance

Both FRP types resist corrosion far better than steel, but they differ in specific environmental sensitivities.


EnvironmentGFRP PerformanceCFRP Performance
Marine / coastal (chloride exposure)ExcellentExcellent
Industrial chemical exposureGood (vinyl ester matrix recommended)Excellent
Alkaline environment (direct concrete contact)Requires AR-glass; standard E-glass degrades over timeExcellent (carbon is chemically inert)
UV exposureRequires UV-protective coatingRequires UV-protective coating
High temperature (>80°C sustained)Matrix softens; limitedMatrix softens; limited
Fire exposureGlass fibers survive; matrix degradesCarbon fibers survive higher temps; matrix still degrades
Freeze-thaw cyclingExcellent (low water absorption)Excellent
Fatigue / cyclic loadingGood (higher strain tolerance)Good (superior to steel)


Cost Comparison

Cost is often the decisive factor in FRP selection for large-scale projects.

A GFRP system may cost 40–60% less in materials than an equivalent CFRP system.

However, achieving the same structural capacity with GFRP may require more layers or larger bonded areas, partially offsetting the material savings.

And the life-cycle cost of CFRP is excellent.


Design Standards and Codes

Both GFRP and CFRP strengthening systems are covered by established international design codes:


StandardCoverage
ACI 440.2R (USA)Externally bonded FRP for concrete strengthening — covers both CFRP and GFRP
fib Bulletin 14 (Europe)FRP reinforcement for concrete structures
TR 55 (UK)Design guidance for strengthening concrete structures using FRP composites
CAN/CSA S806 (Canada)Design and construction of building components with FRP
ACI 440.1RGFRP and FRP bars as internal reinforcement (new construction)


Product Forms Available

Both GFRP and CFRP are available in multiple product forms for structural strengthening:


Product FormCFRPGFRP
Wet lay-up fabricUnidirectional or biaxial carbon fabric, impregnated on-site with epoxyE-glass or AR-glass fabric, impregnated on-site
Pre-cured laminate / platePultruded carbon plates (1.2–1.4 mm thick), bonded with structural adhesivePultruded glass plates
NSM rods / barsCarbon fiber rods (5–12 mm diameter), installed in groovesGFRP rods (6–16 mm diameter), installed in grooves
Grid / meshCarbon grid for TRM/FRCM systems or embedded reinforcementGlass grid for TRM systems, masonry reinforcement
Wrap / jacketCarbon fiber wrap for column confinementGlass fiber wrap for column or pile wrapping
Spiral wrapFor circular column retrofitFor pile, pole, or marine structure wrapping


Neither material is universally "better." The optimal choice depends on the specific structural demand, environmental conditions, design code requirements, and project budget.


For engineers and contractors evaluating FRP strengthening systems, the key is to match the material properties to the performance requirements of the structure — not to default to one fiber type for all applications.


Horse Construction offers a complete range of CFRP and GFRP strengthening systems, including carbon fabric, carbon plates, structural adhesives, and NSM rods. Our technical team can assist with material selection, design calculations, and installation support for your strengthening project.


Contact us for technical data sheets, design guidance, and project-specific recommendations.


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