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Which risk disproportionately increases in pretensioned concrete beams subjected to cyclic loading exceeding the concrete's endurance limit?

A)Sudden strand shear at anchorage points
B)Progressive debonding of strands from concrete
C)Amplified creep deformation under sustained load
D)Increased susceptibility to alkali-silica reaction

💡 Explanation

When concrete exceeds its endurance limit under cyclic loading, microcracks initiate and propagate at the concrete-strand interface because of fatigue, leading to progressive debonding of the prestressing strands. Therefore, debonding results, rather than shear, creep, or alkali-silica reactions each stemming from different degradation pathways.

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