Avinashi TMT Specifications

Comprehensive mechanical, chemical, and physical property benchmarks for structural engineers and architects.

Avinashi Fe 500D TMT

Avinashi Fe 500D is engineered specifically for structures exposed to dynamic dynamic loads and seismic zones. The 'D' designates extraordinary ductility, indicating an elongation percentage significantly higher than conventional rebars.

Its uniform tempered martensitic rim prevents brittle failures under extreme stress, while the ductile ferrite-pearlite core absorbs intense cyclic vibrations.

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Avinashi Fe 500D Rebar

Mechanical Characteristics

Characteristic Standard Fe 500 Requirement Avinashi Fe 500D Specification
0.2% Proof Stress / Yield Stress (Min) 500 N/mm² 500+ N/mm² (Consistent High Yield)
Ultimate Tensile Strength (UTS) Min 545 N/mm² 565+ N/mm²
Tensile to Yield Ratio (UTS / YS) ≥ 1.08 ≥ 1.10 (High Energy Dissipation)
Total Elongation (Min) 12.0% 16.0% (Superior Ductility)
Total Elongation at Max Force (Uniform Elongation) - ≥ 5.0%
Bend & Rebend Mandrel Test No visible cracks 180° Cold Bend Without Fracture

Chemical Composition (Max %)

Element Standard Limit Avinashi Controlled Chemistry
Carbon (C) 0.30% Max 0.25% Max (Optimal Weldability)
Sulphur (S) 0.055% Max 0.040% Max (Prevents Hot Shortness)
Phosphorus (P) 0.055% Max 0.040% Max (Prevents Cold Brittleness)
Sulphur + Phosphorus Combined 0.105% Max 0.075% Max (Ultra-Refined Steel)
Carbon Equivalent (CE) 0.42% Max 0.40% Max

Avinashi Fe 550D TMT

Engineered for large-scale infrastructure, flyovers, bridge foundations, and heavy structural developments requiring elevated yield strength with dependable elongation reserves.

Utilizing Avinashi Fe 550D enables structural designers to optimize steel tonnage by up to 10-15%, reducing rebar congestion in heavily reinforced beams, columns, and raft slabs.

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Avinashi Fe 550D Rebar

Mechanical Characteristics

Characteristic Standard Fe 550 Requirement Avinashi Fe 550D Specification
0.2% Proof Stress / Yield Stress (Min) 550 N/mm² 550+ N/mm²
Ultimate Tensile Strength (UTS) Min 585 N/mm² 600+ N/mm²
Tensile to Yield Ratio (UTS / YS) ≥ 1.06 ≥ 1.08
Total Elongation (Min) 10.0% 14.5% (Enhanced Ductility)

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Available Diameters & Standard Lengths

Standard length: 12.0 Meters (Custom lengths available for project consignments).

8 mm
Slabs & Stirrups
10 mm
Slabs & Beams
12 mm
Columns & Beams
16 mm
Heavy Columns & Rafts
20 mm
Commercial Columns
25 mm
Bridge & Infrastructure
28 mm
Heavy Raft Foundation
32 mm
Mega Transit & Piers

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