Steel Rebar

Additional information

Product Additional information

Rebar (abbreviation of reinforcing bar), which is known as reinforcing steel or reinforcing steel when massed, is a steel rebar that is used as a tensile device in reinforced concrete and reinforced masonry structures to strengthen and help the concrete under Tension is used. Concrete is strong under pressure, but has poor tensile strength. The rebar significantly increases the tensile strength of the structure. The surface of the rebar has a continuous series of ridges, grooves or depressions to create a better bond with the concrete and reduce the risk of slipping.
The most common type of rebar is carbon steel, which usually consists of hot-rolled round rebar with deformation patterns etched into its surface. Steel and concrete have similar coefficients of thermal expansion, so a steel-reinforced concrete structural member will experience minimal differential stress as the temperature changes. Other types of rebars available are stainless steel and composite rebars made of glass fiber, carbon fiber, or basalt fiber. Carbon steel reinforcing bars may also be coated in an epoxy resin designed to resist the effects of corrosion, especially when used in saltwater environments. Bamboo has been shown to be a suitable alternative to steel reinforcement in concrete construction. These alternative types are usually more expensive or may have lower mechanical properties and are therefore often used in specialized construction, where their physical properties meet a specific performance requirement that carbon steel does not.

Products Specification

The national standard of Iran (ISIRI) Weight 

Size
Weight per length unit kg/m

Weight of one piece (KG)

Minimum
Maximum
Nominal
80.3640.4260.3954.6
100.580.650.6167.2
120.8350.9410.88810.2
141.151.271.2114
161.511.651.5818.4
181.92.1223.2
202.3472.5932.4729
222.8313.1292.9835
253.6964.0043.8545
284.6375.0234.8357
326.0586.5626.3174
409.47610.2649.87116

Chemical Composition

 Produces all grades of: ASTM GR60 – B500 – B500BWR – A3 – A4

PSMnSiCBillet
≤ 00.040≤ 00.0400.8 – 0.60.22 – 0.180.22 – 0.183 SP
≤ 00.050≤ 00.0401.6 – 0.40.30 – 0.150.37 – 0.285 SP

Mechanical Properties

Tensile test results of products and the range of national standard of Iran

Yield Point Stress
(Mpa)
Ultimate Tensile Strength
(Mpa)
Min.Elongations
A5
Tensile / Yield stress ratioGRADE
600 <400 <161.25 <A3
650 <500 <101.25 <A4
620 <420 <7GR60
690 <520 <6GR75
500 <141.08 <B500B
500 <141.08 <B500BWR

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