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Which risk increases when improperly bonding prestressing tendons during concrete bridge construction?

A)Creep deformation due differential shrinkage
B)Corrosion through galvanic action in tendons
C)Buckling due loss of composite action
D)Spalling through freeze-thaw action

💡 Explanation

When tendons are improperly bonded, local electrochemical cells form because moisture and chlorides penetrate voids created from imperfect bonding, causing galvanic corrosion of the steel tendons. Therefore pitting corrosion results, rather than creep, buckling, or spalling which require sustained loading, loss of rigidity, or freeze exposure conditions.

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