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
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Product | Indented prestressing wire (surface indentations) | Scope |
| Indentation purpose | Higher bond → shorter transfer length (pre-tension) | Critical |
| Use when | Bond/transfer governs (short precast, end zones) | Application |
| Surface = structural | Oil/rust defeats the bond it was chosen for | Critical |
| Properties | Breaking load, proof stress, elongation, relaxation | Accept |
| Acceptance | Sample/TEST per IS 10790 P1 + indentation conformity | Critical |
| Handling | Notch/corrosion-sensitive at working stress | Caution |
BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.
IS 6003:2010 is the specification for indented wire for prestressed concrete — single prestressing wire with surface indentations that improve bond/transfer in pre-tensioned concrete (sleepers, poles, hollow-core, precast). The indentations are the defining feature: they shorten the transfer length and improve anchorage of the prestress into the concrete.
It sits in the prestressing stack:
In pre-tensioned PSC there are no end anchorages: the prestress is transferred to the concrete purely by bond along a transfer length near the member ends. The wire surface governs that:
The engineering point: indented wire is selected when bond/transfer in pre-tensioning governs (short precast, end zones); its advantage is realised only if the indentation conforms and the wire is undamaged and clean (oil/rust on the surface defeats the bond the indentation is there to provide).
Scenario: short pre-tensioned precast (sleepers/poles) where transfer length and end-zone behaviour matter.
Step 1 — choose indented wire: specify IS 6003 indented wire for the improved bond / shorter transfer length vs smooth Part 1 wire.
Step 2 — design to IS 1343: breaking load, proof stress, relaxation as for any PSC wire; account for the (shorter) transfer length the indented bond provides.
Step 3 — verify by test: sample per IS 10790 Part 1; mechanical properties and indentation conformity — not coil-tag acceptance.
Step 4 — surface discipline: keep the wire clean and undamaged — oil/rust/nicks defeat both the bond (indentation) and the strength (notch sensitivity).
Step 5 — accept per IS 1343.
Conforming, clean indented wire delivers the short transfer length and reliable end-zone behaviour the design assumed; degraded surface/indentation undermines exactly the property it was chosen for.
1. Substituting smooth wire where indented was designed. Longer transfer length / poorer end-zone bond than the IS 1343 design assumed.
2. Oil/rust/contaminated surface. Defeats the bond the indentation provides (and the notch issue) — surface cleanliness is structural here.
3. Non-conforming/worn indentation. Bond/transfer depends on indentation geometry — degraded indentation degrades transfer.
4. Coil-tag acceptance. Sample/test per IS 10790 Part 1.
5. Nicks/corrosion. Acutely sensitive at working stress — protect absolutely.
IS 6003 is current (2010) and the indented PSC wire it specifies is chosen for one reason: bond and transfer length in pre-tensioned concrete, where prestress is delivered to the member purely by bond near the ends. The indentation mechanically keys the wire to the concrete, shortening the transfer length and improving end-zone behaviour versus smooth Part 1 wire — but that advantage exists only if the indentation conforms and the wire surface is clean and undamaged; oil, rust or nicks defeat both the bond it was chosen for and the strength (notch sensitivity). Treat it like all prestressing steel — verify by test (IS 10790 Part 1), never accept on coil tags, protect absolutely from corrosion/nicks — and additionally protect the *surface* as a structural property, because in indented wire the surface is doing structural work.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| 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 Range | 200 MPa (for 2 million cycles) | 200 MPa (for 2 million cycles) | ISO 6934-2:2014 |
| Common High Tensile Grade | 1860 MPa | 1860 MPa (Grade Y1860S7) | ISO 6934-2:2014 |
| Diameter Tolerance (for 5 mm wire) | ±0.05 mm | ±0.05 mm | ISO 6934-2:2014 |
| Reverse Bend Test (for 5mm wire) | 3 bends, Mandrel Radius = 15 mm | 3 bends, Mandrel Diameter = 25 mm (Radius = 12.5 mm) | ISO 6934-2:2014 |