Analysis of Surface Corrosion Morphology of Steel Structures
Produktform: Buch / Einband - flex.(Paperback)
Years of repeated wet–dry cycles of seawater corrosion during the ballasting and deballasting
process changes the surface morphology of ballast tanks. The resulting irregularly shaped
corrosion pits and pitting severity affect the structural performance of ballast tanks. Accordingly,
this thesis focuses on the changes in surface morphology and their correlation with the geometry
of the corrosion pits and pitting severity. The changes in morphology are associated with the
corrosion pit’s depth distribution that is acquired through a three-dimensional (3D) laser scan.
Furthermore, the corrosion pit’s depth distribution is analyzed using statistical parameters at
different volumetric changes (vr). Moreover, to assess the randomness of surface
characteristics, i.e., Gaussian or non-Gaussian surface, the probability model analysis and the
goodness-of-fit statistical tests are conducted on the corrosion pit’s depth distribution. The
obtained results showed a correlation between the differences in the pitting severity at several
volumetric changes (vr) and changes in the geometry of the corrosion pits. Furthermore,
corroded specimens with non-Gaussian surface and relatively less pitting severity with a less
sharp corrosion pit formed at large volumetric changes (vr) are studied numerically. Moreover,
considering different geometries of corrosion pits, this thesis investigates the stress distribution
within the area of a corrosion pit because it simplifies the non-Gaussian surface. Therefore, 45
dog bone–shaped finite element (FE) models with a single corrosion pit are investigated. The
parameters of the corrosion pit’s geometries are analyzed with quantitative correlations at
different sizes, shapes, and different enlargement. In addition, the scenario changes in corrosion
pit’s geometry at significant volumetric changes (vr) are proposed, for example, narrow-deep,
hemispherical, and shallow-wide form. Hence, the results consider stress distribution within
various geometries of corrosion pits in different scenarios. Furthermore, specimens with
corrosion depth conforming to Gaussian surface are analyzed numerically to determine the
correlation between surface roughness and pitting severity at different volumetric changes (vr).
In particular, seven rectangular FE models with Gaussian surfaces are elaborated. The surface
roughness modeling considers correlations among corrosion statistical parameters at various
volumetric changes (vr) of the corroded specimen. Further, the severity of pitting corrosion
characteristics is estimated using the pitting factor (pf) at different volumetric changes (vr) and
the correlation between the maximum (a.max) and average (a.ave) depth of corrosion pit. The
pitting severity–volumetric changes (vr) scenario is proposed to investigate the rough surface
model’s stress distribution, i.e., the stress distribution on the surface of the corroded specimen
considering the correlation between surface roughness and pitting severity. In summary, a
procedure for numerically modeling the surface of corroded specimens is developed. The depth
of a corrosion pit obtained by a 3D laser scan is analyzed with a probability model to assess
changes in the morphology and characteristics of the pit’s depth at a certain volumetric change
(vr). Furthermore, the goodness-of-fit statistical test is performed to observe the propensity of
corrosion pit’s depth to a specific distribution, i.e., Gaussian or non-Gaussian. The corroded
specimens conforming to the Gaussian distribution are numerically modeled with ANSYS
II
Parametric Design Language to generate a Gaussian surface. Furthermore, the non-Gaussian
surface model is simplified as a single corrosion pit with various geometrical shapes. These
surfaces correlate to the pitting severity and the random characteristics of the shapes of corrosion
pits and volumetric changes (vr), which affect the life of the plate and residual strength of the
corroded ballast tank unexpectedly. Thus, the structural assessment should be able to consider
different surface morphologies of corrosion pits.weiterlesen
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