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Steel Testing

Reinforcement is bought by grade and specified by strength, but the grade is a claim until somebody tests the bar. We test what actually arrived on your site.

Steel Testing: what it actually tells you

Tensile testing pulls a full section sample to failure and records the load throughout. That gives yield strength at the point the steel stops behaving elastically, ultimate tensile strength at peak load, and elongation measured across a gauge length after the two halves are fitted back together. All three matter: strength alone without ductility gives a structure that fails without warning.

The ratio of ultimate to yield strength is a ductility requirement in seismic design, because a section has to be able to hinge and redistribute load rather than snap. Codes set a minimum ratio for exactly that reason, and a bar can meet its yield requirement while failing the ratio.

Bend and rebend testing checks that the steel tolerates being formed without cracking, which matters for stirrups and every bent bar on site. Unit weight per metre is checked as well, since underweight bar is a common way for the delivered section to fall short of the nominal diameter it was sold as.

Steel Testing carried out by Soil Investigation Services in Pakistan

At a glance

  • Sample lengthTypically 600 mm per specimen, three per size per batch
  • Bar sizes8 mm to 40 mm diameter
  • TestsTensile, elongation, bend, rebend, unit weight
  • Turnaround1 to 2 working days

How we run it

The sequence we follow on site and in the laboratory, and the point of each stage.

Step 01

Sample and identify

Samples are cut from the delivered bundles, with the heat number, mill mark, diameter and consignment recorded so results can be traced back to the batch.

Step 02

Measure unit weight

A measured length is weighed to determine mass per metre, and the effective diameter is calculated and compared to the nominal size.

Step 03

Tensile test

The full section specimen is gripped and loaded at the specified rate to failure, recording yield, ultimate load and the load extension behaviour.

Step 04

Elongation

The fractured halves are fitted together and the gauge length is re measured to give percentage elongation.

Step 05

Bend and rebend

Specimens are bent around a mandrel of the specified diameter, and for rebend are aged and bent back, then examined for cracking on the outer surface.

What you receive

  • Yield strength and ultimate tensile strength
  • Percentage elongation at fracture
  • Ratio of ultimate to yield strength for seismic ductility
  • Bend and rebend performance
  • Unit weight per metre and effective diameter
  • Batch traceability against heat number and mill mark

When this test is the right one

  • Acceptance of every reinforcement consignment delivered to site
  • Structural steel section verification
  • Where the mill certificate is missing or in doubt
  • Seismic design where the strength ratio must be demonstrated
  • Resolving a supply dispute or a third party audit

Methods and standards

Every result is reported with its method reference and the calibration status of the instrument used.

ASTM A615 deformed and plain carbon steel bars for concrete reinforcementASTM A370 mechanical testing of steel productsASTM E8 tension testing of metallic materialsBS 4449 steel for the reinforcement of concretePS 1879 Pakistan Standard for deformed steel bars

Common questions

What engineers most often ask us about steel testing.

Common practice is three specimens per bar diameter per batch or per 40 tonnes, whichever is more frequent. The exact frequency should follow your project specification, and it is worth agreeing it before delivery rather than after.
A mill certificate covers the heat as produced, not necessarily the bundle that arrived at your gate. Independent testing on the delivered material is what closes that gap, and it is why most serious specifications require it.
Usually excessive brittleness, often from over quenching in the manufacturing process or from ageing. Bar that cracks on rebend will crack when bent into stirrups on site, so it should not be accepted.

Need steel testing on your project?

Send us the location, the structure and your programme. You get a scoped quotation with the standard, the number of tests and the turnaround written into it.

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