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The generalized extreme value distribution, such as Weibull, provides adequate statistical descriptions of the pit depth and pit diameter distributions.
Also, the statistics of pit depth have been shown to be better represented, for long term exposures, by the Frechet extreme value distribution.
Applications to pitting corrosion of mild steel has led to new interpretations of pit data and new interpretations for the probability distributions associated with maximum probable pit depth.
G 2346 A [= G 5524 A]: Mud-brick and stone built pit, depth 3.56 meters.
The ratio of pit radius to pit depth, R/t, is proportional to the ratio of pit opening radius to pit radius, r/R.
The pit location, pit diameter and pit depth are examined to determine the influence of the pitting on the ultimate strength.
This article presents and discusses the results of 2 formulas for determining the appropriate pit depth.
In terms of average pit depth, surface roughness, weight loss, pit area and pit density, one TCP coating outperformed the other TCP and NCP coatings.
Further, the pit depth was measured, and the relationship between the relative maximum pit depth and fatigue life of the corroded specimens was explored.
The pit depth increases gradually with the duration of etching.
In order to study the effect of pit depth on stress intensity factor, different pit depths are considered at the same pit spherical radius R = 2.0 mm.
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