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Which risk increases when concrete column reinforcement steel experiences hydrogen embrittlement?

A)Buckling under compressive loading
B)Shear failure from diagonal cracking
C)Creep deformation under sustained load
D)Spalling due to freeze-thaw cycles

💡 Explanation

When hydrogen embrittlement occurs, the steel's ductility decreases becausethe hydrogen atoms diffuse into the steel lattice, reducing the critical stress for crack propagation, thus leading to premature failure. Therefore buckling risk increases, rather than cracking, creep, or spalling, that depend on concrete matrix properties, or freeze induced expansion.

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