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Which structural weakness arises when insufficient concrete cover exists around rebar?

A)Accelerated rebar corrosion by oxidation
B)Decreased ductility due to steel crystallization
C)Reduced beam shear capacity directly
D)Increased risk of concrete spalling directly

💡 Explanation

Insufficient concrete cover causes accelerated rebar corrosion via **electrochemical oxidation** because moisture and chlorides permeate the concrete, leading to oxidation; therefore, corrosion occurs, rather than solely reducing shear capacity or spalling.

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