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For comparison, AZ91 alloy was also studied under the same corrosion condition.
The sealed Cr2O3 Al2O3 composite coatings have a potential use in severe corrosion condition.
The specimens were then broken to observe the corrosion condition of reinforcement inside them.
Reinforced concrete specimens were monitored on a yearly basis to evaluate the corrosion condition of the steel.
Under both cathodic polarization and free corrosion condition, the overload retardation phenomena were not as obvious as that in air.
Regarding the cumulative and critical damage as a stochastic process, considering the fatigue resistance deterioration in corrosion condition, an analysis method of steel crane structures in-service is proposed based on Miner cumulative damage rule described in the chapter.
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This means that when corrosion conditions are not well controlled, dummies with a variation in corrosion states are obtained.
The compressive failure modes of the artificially corroded tubular members were affected by the corrosion conditions.
The fabricated materials were also tested under corrosion conditions and linear polarization measurements were performed.
Therefore, these values could not be recorded and the corrosion conditions must be considered as (partially) unknown.
However in actual corrosion conditions, severe corrosion damages with large corrosion pits exceeding 30 mm in diameter are observed in aged steel bridges.
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