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IS 1608 Part 1 : 2005Mechanical Testing of Metals - Tensile Testing - Part 1: Method of Test at Room Temperature

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ISO 6892-1 · ASTM E8 / E8M - 22 · EN ISO 6892-1
CurrentFrequently UsedTesting MethodMaterials Science · Steel and Reinforcement
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OverviewValues4InternationalTablesFAQ3RelatedQA/QCNew

IS 1608:2005 Part 1 is the Indian Standard (BIS) for mechanical testing of metals - tensile testing - part 1: method of test at room temperature. This standard outlines the method for tensile testing of metallic materials at room temperature to determine essential mechanical properties such as yield strength, tensile strength, and percentage elongation.

Specifies the method for tensile testing of metallic materials at room temperature.

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Steel and Reinforcement
Type
Testing Method
International equivalents
ISO 6892-1:2019 · ISOASTM E8 / E8M - 22 · ASTM InternationalEN ISO 6892-1:2019 · CEN
Typically used with
IS 1786IS 2062
Also on InfraLens for IS 1608
4Key values2Tables2QA/QC templates3FAQs
Practical Notes
! Ensure the extensometer is accurately calibrated and firmly attached to prevent slippage during testing, which could result in an inaccurate yield point.
! Loading rate must be strictly controlled according to the standard, especially within the elastic range, to ensure reliable yield strength results.
! When preparing machined test pieces, ensure smooth transitions at the shoulders to avoid stress concentrations and premature failure outside the gauge length.
Frequently referenced clauses
Cl. 6Test piece specificationsCl. 9Determination of original cross-sectional area (S0)Cl. 10Marking the original gauge length (L0)Cl. 11Accuracy of testing apparatusCl. 13Determination of percentage elongation after fractureCl. 15Determination of yield strength
Pulled from IS 1608:2005. Browse the full clause & table index below in Tables & Referenced Sections.
metalssteelaluminumreinforcement steelalloys

International Equivalents

Similar International Standards
ISO 6892:1998ISO
HighWithdrawn
Metallic materials - Tensile testing at ambient temperature
IS 1608:2005 was a dual-numbered standard, technically identical to ISO 6892:1998.
ISO 6892-1:2019ISO
HighCurrent
Metallic materials — Tensile testing — Part 1: Method of test at room temperature
This is the direct modern successor in the ISO system. It introduces significant changes, primarily in testing speed control.
ASTM E8 / E8M - 22ASTM International
HighCurrent
Standard Test Methods for Tension Testing of Metallic Materials
The primary North American standard for the same purpose. While the fundamental principles are identical, it differs in test specimen geometry and speed control specifications.
EN ISO 6892-1:2019CEN
HighCurrent
Metallic materials - Tensile testing - Part 1: Method of test at room temperature
The European adoption of the ISO standard, making it the mandatory standard for tensile testing in EU member states. It is technically identical to ISO 6892-1:2019.
Key Differences
≠IS 1608:2005 specifies test speed primarily based on stress rate (Method B in modern ISO standards). Modern equivalents like ISO 6892-1 strongly recommend Method A, which is closed-loop strain rate control using an extensometer, for better repeatability and lower uncertainty.
≠IS 1608:2005, following the old ISO standard, primarily uses proportional test pieces where the gauge length is a function of the cross-sectional area (L₀ = 5.65√S₀). In contrast, ASTM E8/E8M predominantly specifies standard test pieces with fixed gauge lengths (e.g., 50 mm or 2 inches) regardless of the cross-section.
≠Modern standards like ISO 6892-1:2019 contain specific requirements and annexes for computerized testing systems, including data acquisition rates and digital signal processing, which were not detailed in the 2005 Indian standard.
≠The requirements for extensometer class and its calibration (as per ISO 9513) are more explicitly linked to the properties being measured in modern standards. For example, a Class 1 or better extensometer is typically required for accurate proof strength determination.
Key Similarities
≈All standards are based on the identical fundamental principle of applying a uniaxial tensile load to a specimen until fracture to determine key mechanical properties.
≈The definitions and methods for determining core properties like Ultimate Tensile Strength (UTS), Elongation after Fracture (A), and Reduction of Area (Z) are conceptually the same across all standards.
≈The definition of proof strength (non-proportional elongation), particularly at the 0.2% offset (Rp0.2 or YS0.2%), is a harmonized concept and value used consistently in all listed standards.
≈The specified ambient temperature range for conducting the test is consistent, typically defined as being between 10 °C and 35 °C, with a default of 23 ± 5 °C if not otherwise specified.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary Test Control MethodStress Rate ControlStrain Rate Control (Method A, recommended)ISO 6892-1:2019
Test Speed in Elastic Region (for Steel)Stress rate: 20 to 60 MPa/sStrain rate: 0.00025 s⁻¹ (± 20%)ISO 6892-1:2019 (Method A)
Test Specimen Proportionality Constant (k)5.65 (for L₀ = k√S₀)Not primarily used; fixed gauge lengths (e.g., 50mm, 2in)ASTM E8 / E8M - 22
Standard Round Specimen Gauge Length (for 12.5 mm dia.)~62.5 mm (5D)50 mm (4D)ASTM E8 / E8M - 22
Proof Strength Offset (Standard)0.2 %0.2 %ISO 6892-1:2019, ASTM E8 / E8M - 22
Room Temperature Range10 °C to 35 °C10 °C to 35 °CISO 6892-1:2019
Test Speed in Plastic Range (after yield)Strain rate related to parallel length, ≤ 0.008 s⁻¹Strain rate related to extensometer gauge length, 0.0067 s⁻¹ (± 20%)ISO 6892-1:2019 (Method A)
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
standard testing temperature10 °C to 35 °C
strictly controlled temperature23 ± 5 °C
proportional gauge length factor5.65
alternative gauge length factor11.3
Key Formulas
L0 = 5.65 * √S0 — Standard proportional gauge length
Rm = Fm / S0 — Tensile strength (where Fm is maximum force)
A = ((Lu - L0) / L0) * 100 — Percentage elongation after fracture

Tables & Referenced Sections

Key Tables
Table 1 - Symbols and designations
Annexes B to E - Dimensions of test pieces for different product types
Key Clauses
Clause 6 - Test piece specifications
Clause 9 - Determination of original cross-sectional area (S0)
Clause 10 - Marking the original gauge length (L0)
Clause 11 - Accuracy of testing apparatus
Clause 13 - Determination of percentage elongation after fracture
Clause 15 - Determination of yield strength

Related Resources on InfraLens

Cross-Referenced Codes
IS 1786:2008High Strength Deformed Steel Bars and Wires f...
→
IS 2062:2011Hot Rolled Medium and High Tensile Structural...
→

Frequently Asked Questions3

What is the standard formula for calculating the original gauge length of a proportional test piece?+
L0 = 5.65 * √S0, where S0 is the original cross-sectional area (Clause 6.1.1).
What temperature range is considered 'room temperature' for this test?+
Testing is generally carried out between 10 °C and 35 °C. For strictly controlled conditions, it should be 23 ± 5 °C.
How is percentage elongation calculated?+
By measuring the final gauge length (Lu) after fracture and using the formula A = ((Lu - L0) / L0) * 100.

QA/QC Inspection Templates

Code-Specific Templates for IS 1608
📐
Steel Work Inspection & Test Plan (ITP)
plan
Excel / PDF
📊
Tensile / Bend / Re-bend Test Report
test-report
Excel / PDF