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IS 6003 : 2010INDENTED WIRE FOR PRESTRESSED CONCRETE

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ISO 6934-2 · EN 10138-2 · BS 5896
CurrentSpecializedSpecificationBIMStructural Engineering · Concrete Reinforcement (Steel)
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OverviewValues5InternationalTablesFAQ4Related

IS 6003:2010 is the Indian Standard (BIS) for indented wire for prestressed concrete. This standard specifies the requirements for cold-drawn, indented steel wire used for prestressing concrete. It covers material composition, manufacturing process, dimensions, mechanical properties such as tensile strength and proof stress, and testing procedures to ensure the wire's suitability for high-stress applications.

INDENTED WIRE FOR PRESTRESSED CONCRETE

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Concrete Reinforcement (Steel)
Type
Specification
Amendments
Amendment No. 1 (August 2012); Amendment No. 2 (June 2017)
International equivalents
ISO 6934-2:2014 · ISO (International Organization for Standardization)EN 10138-2:2009 · CEN (European Committee for Standardization), EuropeBS 5896:2012 · BSI (British Standards Institution), UKASTM A1064 / A1064M - 18 · ASTM International, USA
Typically used with
IS 1343IS 1608
Also on InfraLens for IS 6003
5Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! The indentations are critical for achieving a strong mechanical bond with the concrete, which is essential for effective stress transfer.
! Proper storage is crucial to prevent corrosion (rust), as it can lead to stress corrosion cracking and a significant reduction in the wire's high-strength properties and ductility.
! Always verify the manufacturer's test certificate against the requirements of Table 2 before accepting a consignment of wire.
Frequently referenced clauses
Cl. 4General RequirementsCl. 5Dimensions and TolerancesCl. 6Mechanical PropertiesCl. 7TestsCl. 9Marking and Packing
Pulled from IS 6003:2010. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments2 amendments
Amendment No. 1 (August 2012)
Amendment No. 2 (June 2017)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
steelwireprestressed concreteprestressing steel

International Equivalents

Similar International Standards
ISO 6934-2:2014ISO (International Organization for Standardization)
HighCurrent
Steel for the prestressing of concrete — Part 2: Cold-drawn wire
Covers cold-drawn steel wire (plain, indented, or ribbed) for prestressing concrete.
EN 10138-2:2009CEN (European Committee for Standardization), Europe
HighCurrent
Prestressing steels - Part 2: Wire
Specifies requirements for cold-drawn, stress-relieved steel wire for prestressing.
BS 5896:2012BSI (British Standards Institution), UK
HighCurrent
High tensile steel wire and strand for the prestressing of concrete - Specification
Specifies requirements for high tensile steel wire, including indented types, for prestressing.
ASTM A1064 / A1064M - 18ASTM International, USA
MediumCurrent
Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
Covers deformed steel wire for concrete, but has a broader scope including welded reinforcement and different applications.
Key Differences
≠Ductility Measurement: IS 6003 specifies a minimum elongation of 4% over a 200 mm gauge length. In contrast, EN 10138-2 and ISO 6934-2 specify a minimum total elongation at maximum force (Agt) of 3.5%, which is a different parameter measured over the entire test length.
≠Stress Relaxation Limits: IS 6003 specifies a single maximum 1000-hour relaxation value (e.g., 5.0% at 70% of min. UTS). EN 10138-2 provides different classes, with Class 2 (normal relaxation) having a much stricter limit of 2.5%, and Class 1 (low relaxation) at 1.0%.
≠Tensile Strength Grades: While largely similar, there are slight variations. IS 6003 includes a 1725 MPa grade, whereas the common international equivalent grade in EN 10138-2 and ISO 6934-2 is 1770 MPa.
≠Proof Stress Ratio: IS 6003 requires the 0.2% proof stress to be a minimum of 85% of the actual tensile strength. EN 10138-2 is stricter, requiring the ratio of 0.1% proof stress to nominal tensile strength (Rp0.1/Rm) to be ≥ 0.90.
Key Similarities
≈Manufacturing Process: All standards mandate that the wire be produced from high-carbon steel, cold-drawn to the final diameter, and then subjected to a controlled stress-relieving heat treatment to achieve the desired mechanical properties.
≈Core Function and Type: The fundamental product is the same—a high-tensile wire with surface indentations specifically designed to improve the bond with concrete for prestressing applications.
≈Fundamental Mechanical Tests: All standards require a core set of mechanical tests, including tensile strength, proof stress (yield), and a bend test (or reverse bend test) to ensure a combination of strength, ductility, and material soundness.
≈Fatigue Requirements: Both IS 6003 and key international standards like ISO 6934-2 specify fatigue testing requirements, typically requiring the wire to withstand 2 million cycles under a stress range of 200 MPa without failure.
Parameter Comparison
ParameterIS ValueInternationalSource
0.2% Proof Stress≥ 85% of actual tensile strength≥ 90% of nominal tensile strength (for Rp0.1)EN 10138-2:2009
Minimum Elongation≥ 4.0% (on 200 mm gauge length)≥ 3.5% (Total Elongation at Max Force, Agt)ISO 6934-2:2014
Relaxation (1000h at 70% UTS)≤ 5.0%≤ 2.5% (for normal relaxation, Class 2)EN 10138-2:2009
Fatigue Test Stress Range200 MPa (for 2 million cycles)200 MPa (for 2 million cycles)ISO 6934-2:2014
Common High Tensile Grade1860 MPa1860 MPa (Grade Y1860S7)ISO 6934-2:2014
Diameter Tolerance (for 5 mm wire)±0.05 mm±0.05 mmISO 6934-2:2014
Reverse Bend Test (for 5mm wire)3 bends, Mandrel Radius = 15 mm3 bends, Mandrel Diameter = 25 mm (Radius = 12.5 mm)ISO 6934-2:2014
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Minimum 0.2 percent proof stress for 5 mm wire1460 MPa
Minimum tensile strength for 5 mm wire1715 MPa
Minimum elongation for 5 mm wire (on 200 mm gauge length)4.0 %
Diameter tolerance for wire up to 5 mm±0.05 mm
Minimum tensile strength for 7 mm wire1570 MPa

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions and Tolerances on Diameter of Wires
Table 2 - Mechanical Properties of Indented Wires
Key Clauses
Clause 4 - General Requirements
Clause 5 - Dimensions and Tolerances
Clause 6 - Mechanical Properties
Clause 7 - Tests
Clause 9 - Marking and Packing

Related Resources on InfraLens

Cross-Referenced Codes
IS 1343:2012Prestressed Concrete - Code of Practice
→
IS 1608:2005Mechanical Testing of Metals - Tensile Testin...
→

Frequently Asked Questions4

What is the primary difference between this wire and plain prestressing wire?+
This wire has circular or oval indentations on its surface to improve mechanical bond with concrete, unlike plain wire (as per Clause 1).
What is the minimum tensile strength for a 4 mm indented wire?+
1765 MPa, as specified in Table 2.
Is this wire supplied in a coil or straight length?+
It is supplied in coils, which should have a sufficiently large internal diameter to ensure the wire runs out reasonably straight (as per Clause 4.2).
What is the tolerance on the diameter of a 7 mm wire?+
±0.06 mm, as per Table 1.

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