GFRP Rebar, or Glass Fibre Reinforced polymer, is a modern construction composite rebar. It is a substitute for steel rebar. GFRP bars have many advantages, such as corrosion resistance, stronger, lighter, cheaper, non-conductive, and cost-effective construction material. Unlike steel rebars, GFRP rebars do not rust, and Corrode is compatible with water and chemicals. GFRP is two times stronger and ¼ lighter than traditional steel bars. It makes the construction lighter and stronger.
MRG GFRP Rebars | Metal Rebars | ||
3 mm | 0.185 Kg | – | – |
3.5 mm | 0.280 Kg | – | – |
4.5 mm | 0.468 kg | 06 mm | 2.75 kg |
06 mm | 0.570 kg | 08 mm | 4.74 kg |
07 mm | 0.90 kg | 10 mm | 7.40 kg |
08 mm | 1.20 kg | 12 mm | 10.65 kg |
10 mm | 1.60 kg | 14 mm | 14.52 kg |
12 mm | 2.40 kg | 16 mm | 18.93 kg |
14 mm | 3.24 kg | 18 mm | 24.00 kg |
16 mm | 4.87 kg | 22 mm | 35.76 kg |
18 mm | 6.28 kg | 25 mm | 46.22 kg |
20 mm | 8.08 kg | 28 mm | 58.02 kg |
22 mm | 9.80 kg | 32 mm | 75.79 kg |
25 mm | 11.67 kg | 40 mm | 118.52 kg |
Material | Metal Rebars | MRG GFRP Rebars |
Tensile strength(MPa Or N/mm^2 | 500 – 600 | 1000+ |
Shear strength | 120 | ≥150 |
Bond strength(MPa or N/ mm^2) | 14* | ≥11 |
Compression(MPa or N/ mm^2) | 500 | 450 |
Modulus of elasticity(Gpa) | 160 – 200 | ≥50 |
Elongation (%) | 25 | ≥1.5 |
Durability | Terms are prescribed in special building codes | 80 years+ |
Density(Ton/m3) | 7.8 | 1.9 |
Corrosion resistance to aggressive environment | Appearance of rust | Stainless material preserving properties even in alkaline concrete environment |
Ecological compatibility | Ecologically friendly material | Does not emit harmful and toxic substances during storage and use |
Electrical conductivity | Electrically conductive material | dielectric |
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IS 18255: 2023
Fibre-Reinforced Polymer (FRP) Rebars for Concrete Reinforcement – Methods of Test.
IS 18256: 2023
Solid round glass fibre reinforced polymer (GFRP) Rebars for Concrete Reinforcement – Specification.
IRC: 137-2022
Guidelines on use of fibre-reinforced polymer bars in road projects.
ACI 440. 1R-06 (2006)
“Guide for the design and construction of structural concrete reinforced with FRP Rebars”, American Concrete Institute
ACI 440. 3R-04 (2004)
“Guide for test methods for Fiber Reinforced Polymers (FRP) for Reinforcing or Strengthening Concrete Structures.
ACI 440R-07 (2007)
“Report on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures,” ACI Committee 440.
ACI 440.1-15 (2015)
“Guide for the Design and Construction of Structural Concrete Reinforced with Fiber- Reinforced Polymer Bars,” ACI Committee 440.
ACI 440.3R-12 (2012)
“Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures,” ACI Committee 440.
ACI 440.6M-08 (2017)
“Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement”, ACI Committee 440
ACI 440.5-18 (2018)
“Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars,” ACI Committee 440.
AASHTO GFRP-1 (2009)
AASHTO LFRD Bridge Design Guide Specifications for GFRP – Reinforced concrete Bridge Decks and Traffic Railings”, American Association of State Highway and Transportation Officials.
FHWA-HRT-05-081 (2005)
“Design of Continuously Reinforced Concrete Pavements using Glass Fiber Reinforced Polymer Rebars.” Federal Highway Administration, US Department of Transportation.
FDOT (2021),
“Florida Department of Transportation Standard Specifications for Road and Bridge Construction.” Florida Department of Transportation.
AASHTO (2018),
“LRFD Bridge Design Guide Specifications for GFRP Reinforced Concrete,” American Association of State Highway and Transportation Officials.
CAN/CSA-S807-10
“Specifications for Fiber Reinforced Polymers”
CAN/CSA-S806-12 “
Design and Construction of Building Components with Fiber-Reinforced Polymers”
CAN/CSA-S6-06 (2006)
Fiber-Reinforced Structures, “Canadian Highway Bridge Design Code”, pp.693-728.
CSA CAN/CSA-S6-06 (2006)
“Canadian Highway Bridge Design Code.” Standards Council of Canada.
JSCE Series 23
“Recommendation for Design and construction of Concrete structures using continuous Fiber Reinforced Material”.
JBDPA Design Manual (2009)
“Japanese Design and Construction Guidelines for Seismic Retrofit of Building Structure with FRP composites.”
DIN1045-1
“EN-Concrete Reinforced and Pre-stressed Concrete Structures – part 1: Design and Construction.”
Fib Bulletin No.40 (2007) “FRP Reinforcement in RC Structures” 7.
Transport for NSW (2020)
“Technical Guide Design of Continuously Reinforced Concrete Pavement using Glass Fibre Reinforced Polymer (GFRP) Bars at Traffic Loop Locations,” Document Number P-G-008, New South Wales Government, Australia.
EN-13706 (EUROPE)
CNR-DT 203 & CNR-DT 205 (ITALY)
GOST 9.071-76 (RUSSIA)
ASTM D570-98 (2018)
“Standard Test Method for Water Absorption of Plastics,” ASTM International.
ASTM D578/D578M-18 (2018)
“Standard Specification for Glass Fiber Strands,” ASTM International.
ASTM D792-20 (2020)
“Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement,” ASTM International.
ASTM D2584-18 (2018)
“Standard Test Method for Ignition Loss of Cured Reinforced Resins,” ASTM International.
ASTM D3171-15 (2015)
“Standard Test Methods for Constituent Content of Composite Materials,” ASTM International.
ASTM D7205/D7205M-21 (2021)
“Standard Test Methods for Tensile Properties of Fiber-Reinforced Polymer Matrix Composite Bars,” ASTM International.
ASTM D7617/D7617M-11 (2017)
“Standard Test Method for Transverse Shear Strength of Fiber-reinforced Polymer Matrix Composite Bars,” ASTM International.
ASTM D7705/D7705M-12 (2019)
“Standard Test Method for Alkali Resistance of Fiber Reinforced Polymer (FRP) Matrix Composite Bars used in Concrete Construction,” ASTM International.
ASTM D7913/D7913M-14 (2020) “Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing” ASTM International.
ASTM D7957/D7957M-17 (2017)
“Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement” ASTM International.
ASTM E1356-08 (2014)
“Standard Test Method for Assignment of the Glass Transition Temperatures by Differential Scanning Calorimetry.” ASTM International.
ASTM E2160-04 (2018)
“Standard Test Method for Heat of Reaction of Thermally Reactive Materials by Differential Scanning Calorimetry.” ASTM International. 20 21
Yes, you can use MRG GFRP Rebars together with metal rebars in some cases where it is necessary.
Composite reinforcement is fire resistant up to 600 degrees Celsius. Once the temperature exceeds 600 degrees Celsius, the compound that binds the composite reinforcement fibers softens. Composite reinforcement does not burn directly, and studies show that structures are sustainable during a fire.
No, as the mechanical properties of GFRP Rebars are elastic, thus it does not allow you to bend the material on site. However, you can get your desired bend/curved elements prefabricated as per your requirement.
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