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Which mechanism leads to accelerated corrosion of prestressed concrete beams near coastal environments?

A)Chloride-induced depassivation of steel
B)Sulfate attack on concrete matrix
C)Alkali-silica reaction within aggregate
D)Freeze-thaw damage of exposed faces

💡 Explanation

Chloride-induced depassivation causes corrosion, because chloride ions penetrate the concrete, breaking down the protective passive layer on the steel reinforcement. This causes oxidation of the steel and expansive pressure, therefore, cracking follows this mechanism, rather than direct sulfate deterioration of the concrete.

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