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What Is Lack of Fusion? Weld Defect

Lack of fusion (LOF) is a weld defect in which the weld metal fails to fuse completely with the base metal or with the previous weld pass. It creates a planar discontinuity (a flat, crack-like interface) within the joint that significantly reduces strength and is particularly dangerous under fatigue or cyclic loading. Most piping and pressure vessel codes treat lack of fusion as a rejectable defect regardless of size.

TypeLocationDescription
Sidewall LOFBetween weld metal and groove face (bevel)Most common type; weld metal sits against the base metal without bonding
Inter-run LOFBetween successive weld passesOccurs when a new pass does not melt into the surface of the previous pass
Root LOFAt the root of the jointWeld metal does not fuse with the root face or backing

Key Causes and Remedies

CauseRemedy
Insufficient heat inputIncrease amperage or reduce travel speed
Improper electrode angleDirect the arc into the groove face, not just the center of the joint
Excessive travel speedSlow down to allow adequate melting of the sidewall
Narrow groove angleWiden the bevel (e.g., from 30 deg to 37.5 deg per side) for electrode access
Contaminated surfacesRemove oxide, scale, and slag between passes by grinding or wire brushing
Wrong welding processUse a process with better penetration (e.g., GMAW spray vs short-circuit for thick sections)
Magnetic arc blowUse AC current or demagnetize components before welding

Detection Methods

Lack of fusion is a planar defect oriented parallel to the sound beam in conventional UT, which makes it detectable but angle-dependent. Radiographic testing (RT) can detect LOF when the X-ray beam is aligned with the defect plane, but it may be missed if the beam is perpendicular to the flat interface. Phased-array UT (PAUT) and time-of-flight diffraction (TOFD) are the most reliable methods for detecting and sizing LOF.

Acceptance Criteria

Lack of fusion is generally not acceptable under any piping or pressure vessel code:

  • ASME B31.3: LOF is a rejectable indication
  • ASME Section VIII: Not acceptable per UW-51
  • AWS D1.1: Zero tolerance in CJP welds
  • API 1104: LOF exceeding defined length limits is rejectable
  • EN ISO 5817: Not permitted at Level B or C

Any detected LOF must be removed by gouging or grinding and re-welded per an approved repair procedure, followed by re-inspection.

Read the full guide to NDT testing

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