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← TechnologyWhich risk increases significantly when improperly tensioning prestressing tendons in concrete beams?
A)Corrosion rate due to increased chloride ingress
B)Buckling failure under sustained compressive load
C)Creep deformation because of localized stress
D)Debonding and explosive concrete spalling✓
💡 Explanation
When prestressing tendons are improperly tensioned, insufficient bonding force arises because of reduced compressive stresses. This causes sudden tendon slippage transferring all tensile force to a small concrete area resulting in debonding and explosive spalling. Therefore spalling is highest risk, rather than creep, buckling, or corrosion each having distinct required condition sets.
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