Comparison

GFRP rebar versus TMT steel

Engineers ask for this table before they ask for a rate. GFRP wins on corrosion and weight. It loses on stiffness and on the habit of bending bars in the yard. It is not a silent substitute. A longer note is in the GFRP versus TMT guide.

Close-up of the ribbed surface on a coil of GFRP rebar
Ribbed surface on a coil from our plant. A product photo, not a test certificate.
PropertyTMT steelGFRP rebar
CorrosionRusts in chloride, moisture and many chemicalsNo rust mechanism. The bar is glass and resin
Unit weightAbout 7.85 t/m³. 12 mm ≈ 0.89 kg/mAbout a quarter of that. Our 12 mm bar is 0.250 kg/m
Tensile behaviourYields (Fe500 / Fe550 class). DuctileHigh tensile along the fibre, then brittle. No yield plateau
StiffnessModulus about 200 GPaMuch lower, often cited near 40–60 GPa. Deflection governs
MagnetismMagneticNon-magnetic
ElectricityConductiveNon-conductive
BendingBent on siteNot bent on site. Shapes are a factory decision
Design code habitIS 456 and IRC steel practiceFRP rules. In India, see IRC:137-2022 for roads and bridges

Ranges such as modulus are typical published GFRP values, not a Trumbak lot certificate. Our own unit weights are on the products page. Ask for the test report that matches the bars you are buying.