Weld defects directly affect the mechanical strength, corrosion resistance and fatigue life of the joint. In modern weld quality management, defects are classified per EN ISO 6520-1 and acceptance criteria are set by EN ISO 5817.

Defect Classification (EN ISO 6520-1)

GroupDefect TypeTypical Example
1CracksCold crack, hot crack, lamellar tearing
2CavitiesPorosity, gas pores
3Solid inclusionsSlag inclusion, oxide inclusion
4Lack of fusion/penetrationIncomplete penetration, lack of side wall fusion
5Shape imperfectionsUndercut, insufficient fill, overlap
6MiscellaneousSpatter, arc strike

EN ISO 5817 Quality Levels

  • Level B (high): Fatigue-loaded structures, pressure vessels, defence industry.
  • Level C (medium): Standard structural steel, EN 1090 EXC2.
  • Level D (low): Low-load, static general fabrication.

1. Cold Cracking

Cold cracking is a hydrogen-induced delayed crack that forms hours or even days after welding. Three conditions must coexist:

  1. Diffusible hydrogen (inadequate drying, humid environment)
  2. High tensile stress (thick section, restrained joint)
  3. Susceptible microstructure (martensite, high carbon equivalent)

Prevention: Preheat + basic electrode + H5 consumable + slow cooling. Calculate per EN ISO 1011-2 Method B.

2. Hot Cracking

Forms at high temperature during solidification. Typical in stainless steels, aluminium and nickel alloys. Cause: segregation of low-melting constituents (sulphur, phosphorus) at grain boundaries.

3. Porosity

Gas voids trapped in the weld metal. Main causes:

  • Surface contamination (oil, rust, paint, moisture)
  • Insufficient shielding gas flow or wrong gas selection
  • Incorrect electrode angle or travel speed
  • Wind effect (field welding)

4. Lack of Penetration

Weld metal fails to reach the root region. Most critical defect in thick-section welds because it significantly reduces the load-carrying cross-section. Detection: UT or RT is mandatory.

5. Lack of Side Wall Fusion

Insufficient fusion between weld metal and base metal. Usually caused by low heat input, excessive travel speed or incorrect electrode angle. Detected by UT and RT.

NDT Detection Methods

MethodDefects DetectedStandard
VT (Visual)Surface crack, porosity, undercutEN ISO 17637
PT (Penetrant)Open surface crack, porosityEN ISO 3452
MT (Magnetic)Surface + near-surface cracks (ferromagnetic)EN ISO 17638
UT (Ultrasonic)Internal defects, lack of penetration, lack of fusionEN ISO 17640
RT (Radiographic)Internal defects, porosity, slag, cracksEN ISO 17636

Repair Strategy

  1. Define defect extent by NDT.
  2. Remove: carbon arc gouging, grinding or milling.
  3. Verify removal by PT/MT.
  4. Repair weld: same or lower heat input, preheat + basic electrode.
  5. Final NDT: full VT + UT/RT.

Practical rule: After two unsuccessful repair attempts in the same area, the component is rejected or completely re-manufactured.

NDT and Weld Quality Audit Services

Get support for weld defect analysis, NDT planning and repair procedure preparation.

Get in Touch →