RT · UT · D1.1:2025 · §8.10.1

Weld Inclusion — Slag & Tungsten, D1.1:2025 Acceptance Criteria

Q: How are linear and rounded inclusions different under D1.1:2025?

Per D1.1:2025 §8.10.1, a linear inclusion has a length greater than 3 times its width — this shape is associated with elongated slag stringers and carries more structural risk because it creates a longer planar discontinuity. A rounded inclusion has a length of 3 times its width or less. The classification matters because acceptance criteria in Clause 8.12.1 apply different limits to elongated versus rounded discontinuities when evaluated by radiographic testing (Clause 8.12 uses the term elongated rather than linear for RT classification).

Q: Are weld inclusions always rejectable under D1.1:2025?

No. D1.1:2025 Clause 8.12.1 provides specific acceptance criteria for inclusions detected by radiographic testing. The criteria depend on inclusion type (elongated vs rounded per Clause 8.12 RT terminology), inclusion length, connection type (static vs cyclic), and the applicable acceptance class. Small rounded inclusions are generally acceptable. Long elongated inclusions (slag stringers) are more likely to exceed the acceptance limits. The contract documents and applicable inspection clause determine which criteria apply.

This inclusion guide explains how trapped material inside the weld changes inspection, repair planning, and process troubleshooting. Use it to separate inclusion causes from surface-only defects, then review the related NDE and discontinuity pages when the acceptance decision depends on testing method.

Per D1.1:2025 §8.10.1, weld inclusions are classified as linear (length greater than 3 times width) or rounded (length 3 times width or less). Inclusions are subsurface discontinuities — not detectable by visual inspection — evaluated by radiographic or ultrasonic testing when specified in contract documents.

What Is a Weld Inclusion

Inclusions are nonmetallic materials trapped within the solidified weld metal. The most common types are slag inclusions (from flux-based processes) and tungsten inclusions (from GTAW). Per D1.1:2025 §8.10.1, inclusions are classified based on their shape:

Linear inclusions — length exceeds 3 times the width. This shape is associated with elongated slag stringers and carries more structural risk because it creates a longer planar discontinuity through the weld cross-section.

Rounded inclusions — length does not exceed 3 times the width. These are more compact in shape and generally carry lower structural risk than linear inclusions of equivalent volume.

This classification determines which acceptance criteria apply when evaluated by radiographic or ultrasonic testing.

Types of Weld Inclusions

Slag inclusions — Molten slag from SMAW, FCAW, or SAW processes gets trapped if interpass cleaning is insufficient or if the weld pool geometry traps slag before it can float to the surface. Common in multi-pass welds where slag from a previous pass is not fully removed before the next pass is deposited. Deep, narrow groove configurations with steep bevel angles are particularly susceptible because slag cannot escape the joint geometry.

Tungsten inclusions — Occur in GTAW when the tungsten electrode contacts the molten weld pool or filler metal, transferring tungsten particles into the weld. Appear as bright spots on radiographs because tungsten is significantly denser than steel. Even brief contact between the electrode and weld pool produces detectable inclusions. Contaminated electrodes must be reground before welding continues.

Oxide films — Insufficient interpass cleaning or oxidized filler wire can introduce oxide inclusions. More common in aluminum welding where oxide films form rapidly on base metal surfaces. In steel welding, thorough interpass cleaning prevents oxide entrapment.

Inspector note: Inclusions are subsurface — they are not detectable by visual inspection. Do not attempt to call an inclusion defect based on surface appearance alone. RT or UT must be specified in the contract documents per Clause 8.15 before nondestructive testing can be required.

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D1.1:2025 §8.10.1 — Classification and Detection

Inclusions are subsurface discontinuities not detectable by visual inspection. Detection requires radiographic testing (RT) per Clause 8.11 or ultrasonic testing (UT) per Clause 8.13 when specified in contract documents per Clause 8.15.

Inclusion Type	D1.1:2025 Definition	Detection Method
Linear	Length > 3 × width	RT (dark irregular area) or UT
Rounded	Length ≤ 3 × width	RT (dark rounded area) or UT
Tungsten (GTAW)	Rounded or irregular; denser than steel	RT (bright spot on radiograph)

RT evaluation follows Clause 8.12.1 for elongated discontinuities (D1.1 Clause 8.12 uses "elongated" for RT classification, while "linear" is the MT/PT terminology per 8.10.1). UT evaluation uses Table 8.2 (static or cyclic-compression loading) or Table 8.3 (cyclic-tension loading) acceptance classes. The applicable acceptance class is determined by the loading type and connection category specified in the contract documents.

Prevention

For SMAW, FCAW, and SAW: Remove all slag from each pass before depositing the next pass. Use a chipping hammer and wire brush, and verify the joint is clean before striking the next arc. For groove welds with steep bevel angles, verify that the joint geometry allows slag to float out before specifying the groove configuration in the WPS.

For GTAW: Maintain electrode-to-work distance to prevent tungsten contamination. Use a dedicated tungsten electrode for each base material type. If contamination occurs — indicated by a popping sound, arc instability, or visible discoloration of the weld pool — stop welding, regrind the tungsten to a clean point, and restart from sound metal. Verify the weld area for inclusions before continuing.

Frequently Asked Questions

What is a weld inclusion?

A weld inclusion is a nonmetallic material trapped within the solidified weld metal during welding. The two most common types are slag inclusions — formed when molten slag from flux-based processes (SMAW, FCAW, SAW) becomes trapped before the weld pool solidifies — and tungsten inclusions — formed when the tungsten electrode in GTAW contacts the weld pool, depositing tungsten particles in the weld. Per D1.1:2025 §8.10.1, inclusions are classified as linear (length greater than 3 times width) or rounded (length 3 times width or less).

How are linear and rounded inclusions different under D1.1:2025?

Per D1.1:2025 §8.10.1, a linear inclusion has a length greater than 3 times its width — this shape is associated with elongated slag stringers and carries more structural risk because it creates a longer planar discontinuity. A rounded inclusion has a length of 3 times its width or less. The classification matters because acceptance criteria in Clause 8.12.1 apply different limits to elongated versus rounded discontinuities when evaluated by radiographic testing (Clause 8.12 uses the term elongated rather than linear for RT classification).

How are weld inclusions detected?

Weld inclusions are subsurface discontinuities that cannot be detected by visual inspection. Detection requires nondestructive testing: radiographic testing (RT) per D1.1:2025 Clause 8.11 or ultrasonic testing (UT) per Clause 8.13. On radiographs, slag inclusions appear as irregular dark areas and tungsten inclusions appear as bright spots (tungsten is denser than steel). RT or UT is required only when specified in the contract documents per Clause 8.15.

Are weld inclusions always rejectable under D1.1:2025?

No. D1.1:2025 Clause 8.12.1 provides specific acceptance criteria for inclusions detected by radiographic testing. The criteria depend on inclusion type (elongated vs rounded per Clause 8.12 RT terminology), inclusion length, connection type (static vs cyclic), and the applicable acceptance class. Small rounded inclusions are generally acceptable. Long elongated inclusions (slag stringers) are more likely to exceed the acceptance limits. The contract documents and applicable inspection clause determine which criteria apply.