To determine the tensile properties of steel reinforcement bars as per IS 1608:2005.
The tensile test is the most fundamental mechanical test performed on steel reinforcement bars to determine their strength and ductility characteristics. The test measures the resistance of steel to a static or slowly applied force.
The key properties determined from the tensile test are:
- Yield Strength (fy): The stress at which the material begins to deform plastically
- Ultimate Tensile Strength (fu): The maximum stress the material can withstand
- Elongation: The amount of stretch before fracture, expressed as a percentage of the original gauge length
The yield strength is calculated using the formula:
Yield Strength (MPa) = Yield Load (N) / Cross-sectional Area (mm²)
The ultimate tensile strength is calculated using:
Ultimate Tensile Strength (MPa) = Maximum Load (N) / Cross-sectional Area (mm²)
Percentage elongation is calculated as:
Elongation (%) = [(Final Gauge Length - Original Gauge Length) / Original Gauge Length] × 100
As per IS 1786:2008, steel reinforcement bars are classified based on their yield strength:
- Fe 250: Minimum yield strength of 250 MPa
- Fe 415: Minimum yield strength of 415 MPa
- Fe 500: Minimum yield strength of 500 MPa
- Fe 550: Minimum yield strength of 550 MPa
- Fe 600: Minimum yield strength of 600 MPa
Calculation of Cross-sectional Area:
Area = (π × d²) / 4
For Sample No. 1:
Diameter (d) = 16 mm
Area = (π × 16²) / 4 = 201.06 mm²
Calculation of Yield Strength:
Yield Strength = Yield Load / Cross-sectional Area
For Sample No. 1:
Yield Load = 105.0 kN = 105,000 N
Yield Strength = 105,000 N / 201.06 mm² = 522.2 MPa
Calculation of Ultimate Tensile Strength:
Ultimate Strength = Maximum Load / Cross-sectional Area
For Sample No. 1:
Maximum Load = 135.0 kN = 135,000 N
Ultimate Strength = 135,000 N / 201.06 mm² = 671.4 MPa
Calculation of Percentage Elongation:
Elongation (%) = [(Final Gauge Length - Original Gauge Length) / Original Gauge Length] × 100
For Sample No. 1:
Original Gauge Length = 200 mm
Final Gauge Length = 200 + 25 = 225 mm
Elongation = [(225 - 200) / 200] × 100 = 12.5%
Average Values:
Average Yield Strength = (522.2 + 534.7 + 527.2) / 3 = 528.0 MPa
Average Ultimate Strength = (671.4 + 686.4 + 681.5) / 3 = 679.8 MPa
Average Elongation = (12.5 + 13.0 + 12.8) / 3 = 12.8%
The tensile test results for the steel reinforcement bars are as follows:
- Average yield strength: 528.0 MPa
- Average ultimate tensile strength: 679.8 MPa
- Average elongation: 12.8%
As per IS 1786:2008, these results meet the requirements for Fe 500 grade steel (minimum yield strength of 500 MPa).
The tensile test conducted on the steel reinforcement bars showed satisfactory results with an average yield strength of 528.0 MPa, ultimate tensile strength of 679.8 MPa, and elongation of 12.8%, meeting the requirements for Fe 500 grade steel as per IS 1786:2008.