PSI - Issue 52
Lucie Malíková et al. / Procedia Structural Integrity 52 (2024) 376–381 Author name / Structural Integrity Procedia 00 (2019) 000 – 000
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• Like observed for stress intensity factor ranges, it can be expected that the crack deflection angle values become coincident for longer cracks, the effect of the corrosion pit disappears. • Corrosion pit affects behavior of only short cracks but only within a small difference in the values of crack deflection angles; this influence is expressed via the plots and cannot be unambiguously described.
(a)
(d)
(b)
(e)
(c)
(f)
Fig. 3. Dependence of selected results ( K I , K II and ) on the normalized crack length ( a + D )/ W for various corrosion pit sizes and initial crack inclination angles: (a) – (c) = -15°; (d) – (f) = -45°.
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