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Which risk increases when excessive force is applied during tensioning of prestressing strands in concrete beams?

A)Debonding of strands from the concrete
B)Brittle fracture of the high-strength steel
C)Creep deformation throughout the beam
D)Reduction in concrete compressive strength

💡 Explanation

When excessive force is applied, strain hardening cannot occur adequately leading to micro-cracks because the material's yield strength is exceeded, causing brittle fracture in the strands. Therefore brittle fracture increases rather than debonding, creep, or compressive failure, which result from lower forces or different environmental factors.

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