Failure stresses for axially part-through flawed pipes made of moderately t
ough materials are predicted by several fracture mechanics. However, allowa
ble flaw sizes using these fracture mechanics cannot be simply described be
cause there are many effective parameters such as pipe diameter, wall thick
ness, material properties, etc. To establish codes and standards to evaluat
e flaws for piping of light water reactors, we determine unified allowable
sizes for axial flaws in pipes subjected to internal pressure from J-integr
al based fracture mechanics. The allowable sizes are simply tabulated using
a single parameter which consists of pipe geometry and material properties
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