Progressive penetration for crevice corrosion of high purity 18Cr-14Ni steel under glass was measured in-situ in 3% NaCl solution at 80°C using developed moire system. Generalized time variation of penetration depth for growing picture elements, PE(II), consisted of three stages, which were stage I, transient stage and stationary growing stage, stage II, with dissolution rate V
II. Repassivating picture elements, PE(IR), passed similar stage I with the same dissolution rate V
I as PE(II) and then resulted in repassivation. V
I was always larger than V
II and did not depend on electrode potential, while V
II depended highly on it. Penetration depths attained at the end of stage I were
h*
2 of 30-40μm for PE(II) and
h*
RL of 15-20μm or
h*
RU of 30-35μm for PE(IR). With increasing electrode potential above repassivation potential for crevice corrosion,
ER, increasing number of PE(II) and PE(IR) reached
h*
2 and
h*
RU, respectively, which were numerically equal to each other. This penetration depth,
h*
2≅
h*
RU, should be called a critical depth for growing crevice because for PE(II) to exceed it means to continue to grow and for PE(IR) not to exceed it does to repassivate. Based on the fact that density of PE(II) depended on position inside the crevice, it seemed to need conjoint action of adjacent picture elements for a certain picture element to exceed the critical depth and continue to grow.
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