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Which risk increases when concrete prestressing tendons experience hydrogen embrittlement during the stressing process?

A)Delayed brittle fracture of the steel
B)Increased creep deformation of the concrete
C)Bond failure between tendon and grout
D)Accelerated corrosion due to chloride ingress

💡 Explanation

When high-strength prestressing steel absorbs atomic hydrogen, hydrogen embrittlement weakens the steel’s grain boundaries, leading to crack propagation and delayed brittle fracture. Therefore, sudden failure initiates under sustained tensile load rather than other issues tied to concrete properties, bond strength, or external corrosion.

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