Discontinuity

Lamellar tearing

A step-like separation in the base metal below a weld, where rolled-in inclusion layers pull apart because the joint loads the plate through its thickness rather than along its rolling direction.

Original illustration — indicative of the appearance, not to any particular scale.

What it looks like

  • A terraced or staircase crack path running parallel to the plate surface and stepping between layers
  • Located in the base metal outside the heat-affected zone rather than in the weld itself
  • Typically found at heavily restrained tee and corner joints on thick rolled plate
  • Fracture faces are fibrous and woody-looking, following the flattened inclusion stringers

Causes

  • Non-metallic inclusions flattened into layers during hot rolling, giving poor through-thickness ductility
  • Joint designs that impose weld shrinkage stress in the short transverse direction of the plate
  • High restraint from thick members and rigid fit-up, so shrinkage has nowhere to go but into the plate
  • Large weld volumes such as heavy full-penetration tee joints depositing a great deal of shrinking metal
  • Hydrogen in the weld, which lowers the stress at which the layers separate

Prevention

  • Redesign joints so weld shrinkage pulls along the plate rather than through its thickness
  • Specify plate with verified through-thickness properties where the design cannot be changed
  • Butter the plate face with a lower-strength ductile layer before making the main weld, to cushion the shrinkage
  • Reduce restraint and weld volume, and use balanced welding sequences on heavy joints

How it is found

UT
The tears lie parallel to the plate surface, so a straight-beam probe from the face reflects strongly off them and gives clear depth information.
MT
Only useful where a tear has broken out to an edge or surface, which happens on the plate edge beside a heavily loaded tee joint.
VT
Examination of exposed plate edges after welding can catch a tear that has reached the surface, though most stay buried.

How inspectors think about it

  • This is a base metal failure rather than a welding defect, so an inspector's reasoning shifts from weld quality to joint design and material selection.
  • The stepped geometry means the flaw can be extensive while showing very little at the surface, so through-thickness examination matters more than surface methods.
  • Because repair means excavating into the parent plate, the practical response is often redesign of the connection rather than repeated weld repair.

General reasoning only. The accept/reject limits for your work come from the code or specification governing the job, which this site does not reproduce.

Related discontinuities

Can you name it on sight?

The gauge trainer's identification mode shows you a weld and four names. Reading about porosity and picking it out of a line-up are not the same skill.

Open the gauge trainer