Does a tensile specimen that breaks in the HAZ automatically fail the PQR?

No. AWS D1.1 accepts HAZ fracture if the tensile strength meets or exceeds the minimum specified tensile strength of the base metal. Fracture location is secondary to the strength value.

What tensile strength does AWS D1.1 require for a PQR groove weld test?

The specimen must achieve a tensile strength equal to or greater than the minimum specified tensile strength of the base metal — for example, 58 ksi for A36 or 65 ksi for A572 Gr. 50. For dissimilar base metal joints, the lower of the two MSTS values governs.

Can you retest if a tensile specimen fails the PQR?

Yes. AWS D1.1:2025 Clause 6 permits retesting. Typically two additional specimens must be taken and both must pass. If either retest specimen fails, the procedure is disqualified.

What does HAZ fracture in the tensile test indicate about the welding procedure?

HAZ fracture usually means the weld metal overmatched the base metal in tensile strength, which is expected and intended with most structural filler metals. It is not a deficiency as long as the minimum tensile strength is achieved.

PQR Tensile Failure in the HAZ: AWS D1.1 Acceptance Rules

When a PQR tensile specimen fractures in the heat-affected zone instead of the weld metal, does it pass? AWS D1.1:2025 acceptance criteria and what HAZ fracture tells you about the procedure.

When a PQR tensile test specimen fractures outside the weld metal — in the heat-affected zone rather than the weld deposit — new fabricators often assume something is wrong. Is the procedure disqualified? Does the base metal have a problem? Should the test be run again?

The short answer, in most cases, is that the procedure is sound — provided the tensile strength value meets the minimum. Here is how AWS D1.1:2025 handles HAZ fracture in reduced-section tensile specimens, what the fracture location actually tells you, and when to take a closer look.

What the Tensile Test Measures

The reduced-section tensile specimen in a PQR does not exist to find the weakest location in the joint. It exists to confirm that the welded assembly — weld metal, fusion zone, HAZ, and unaffected base metal taken together — achieves at least the minimum specified tensile strength (MSTS) required for the applicable base metal.

For AWS D1.1:2025, groove weld tensile specimens must develop a tensile strength equal to or greater than the base metal's MSTS. For A36, that threshold is 58 ksi. For A572 Gr. 50, it is 65 ksi. The test passes or fails based on whether that number is met, regardless of where in the cross-section the fracture occurs.

Rule library based on AWS D1.1:2025; verify against your governing edition.

Why HAZ Fracture Is the Normal Outcome

In most structural welding procedures, the deposited weld metal is stronger than the base metal. E7018 electrodes produce weld metal with a minimum tensile strength around 70 ksi. ER70S-6 GMAW wire typically produces 72-80 ksi in actual tested tensile. FCAW-G consumables classified as E71T-1C often achieve 78 ksi or higher.

When this overmatching filler metal is applied to A36 (58 ksi MSTS) or A572 Gr. 50 (65 ksi MSTS), the composite tensile specimen has a clear hierarchy: the weld metal is the strongest zone, the unaffected base metal is intermediate, and the coarse-grained heat-affected zone just outside the fusion line — where peak temperatures exceeded the austenitizing range — is often the weakest link.

Under tensile load, the specimen necks and fractures at the weakest cross-section. On a properly qualified overmatching procedure, that is frequently the HAZ. This behavior is expected, and AWS D1.1:2025 accepts it fully as long as the tensile strength exceeds the MSTS. Overmatching filler metal is the standard design philosophy for structural applications precisely because it ensures the weld itself is never the weak link under service loads.

Document the fracture location in the PQR — whether weld metal, HAZ, or base metal — as part of the permanent test record. But the location alone does not determine pass or fail.

When HAZ Fracture Warrants Closer Review

While HAZ fracture at acceptable tensile strength is routine, certain patterns warrant metallurgical attention:

Strength just above the minimum threshold. A specimen that passes at 59 ksi on an A36 joint is compliant, but operating with one ksi of margin is a flag. If multiple specimens on the same test plate show similar marginal results with HAZ fracture, the procedure may be producing insufficient heat input, inadequate preheat, or a cooling rate fast enough to produce a hard, brittle HAZ. Review preheat practice and compare actual heat input values (measured from WPS parameter logs on the test weld) against what the procedure specifies.

Fracture at low elongation. Tensile testing also captures elongation and reduction in area. A HAZ fracture accompanied by low elongation — less than 15-20% on most structural steels — indicates brittle rather than ductile behavior in the HAZ, even if the strength value passes. While AWS D1.1 does not set an explicit elongation threshold for tensile specimens in the standard procedure qualification, brittle HAZ fracture combined with low elongation is a reason to investigate preheat and hydrogen practice before the procedure goes into production.

High-carbon-equivalent or quenched and tempered base metals. For A514, A517, and similar Q&T steels, HAZ properties are sensitive to thermal cycle. HAZ fracture below the MSTS on these materials often indicates hydrogen-induced cracking rather than simple strength underperformance. Retesting without addressing root cause — preheat, hydrogen level, cooling rate — will reproduce the failure. The PQR test for A514 welding procedures deserves close coordination with the filler metal manufacturer's recommended parameters.

Dissimilar base metal joints. On a joint connecting A36 to A572 Gr. 50, the MSTS requirement applies to the lower-strength member (A36, 58 ksi). Document which side the HAZ fracture occurred on. If the specimen fractures in the A572 HAZ at 65 ksi, it passes on the 58 ksi requirement, but note the actual location in the PQR record. See dissimilar base metal WPS qualification under AWS D1.1 for the full base metal pairing rules.

The Retest Provision

AWS D1.1:2025 Clause 6 permits retesting when a single tensile specimen fails. The standard allows two additional specimens to be prepared from the same test plate or from a new test plate welded under the same conditions. Both retests must pass for the qualification to stand. If either retest fails, the procedure is disqualified and must be re-evaluated before another test plate is attempted.

Retest exists to account for genuine test variability: a single low result may reflect a minor discontinuity at the specific specimen location rather than a systematic problem with the procedure. Two retests eliminate that explanation. If both retests also fail to meet the MSTS, the procedure is producing structurally inadequate welds under those conditions and a root-cause investigation is required before proceeding.

For the complete retest flowchart and documentation requirements, see failed PQR mechanical testing and retesting under AWS D1.1.

Documenting Fracture Location in the PQR Package

The PQR test report — whether using AWS D1.1 Annex M forms or a laboratory-issued format — should record for each tensile specimen:

Specimen dimensions: width, thickness, and calculated cross-sectional area
Ultimate tensile load (lbs or kN)
Calculated tensile strength (psi or ksi)
Fracture location: weld metal (WM), heat-affected zone (HAZ), or base metal (BM)
Fracture character: ductile (cup-and-cone), brittle, or mixed

This four-point record is what CWIs and third-party auditors expect to find in the PQR package. A report that records only "passed — 71 ksi" without specifying fracture location is incomplete. Missing data is a common audit finding on PQR documentation from small shops. See how to read a PQR test report for a field-by-field walkthrough.

Relationship to CVN Impact Testing

When AWS D1.1:2025 Table 6.8 supplementary essential variables are invoked — demand-critical welds, low-temperature service, or owner-specified CVN requirements — Charpy V-notch impact specimens are added to the PQR test program alongside tensile and bend tests. CVN specimens are notched specifically in the HAZ and tested at the required temperature. If your tensile test results show marginal HAZ strength behavior, CVN results on the same test plate will tell you whether HAZ toughness is adequate for the service conditions.

For the complete CVN specimen location and acceptance criteria discussion, see supplementary essential variables and CVN testing under Table 6.8. Both sets of data — tensile and CVN — come from the same test plate and together characterize whether the procedure is qualified for toughness-sensitive applications.

Summary

HAZ fracture in a PQR tensile specimen is the normal outcome when overmatching filler metals are used on common structural steels. Acceptance depends entirely on whether the specimen achieves the base metal's MSTS — not on where the fracture occurs. Document fracture location in the PQR record, take a closer look when strength margins are thin or fracture character is brittle, and use the AWS D1.1 retest provision when a single specimen falls short. Software-assisted PQR documentation and mechanical test tracking makes it easier to flag borderline results and maintain the complete record needed for third-party audit.