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Which mechanism creates premature failure in concrete beams experiencing freeze-thaw cycles?

A)Hydraulic pressure fracture
B)Alkali-silica reaction weakening
C)Sulfate attack degradation
D)Creep buckling propagation

💡 Explanation

Hydraulic pressure fracture occurs as water expands upon freezing within the concrete pores, creating internal pressure that exceeds the concrete's tensile strength, leading to cracking. Therefore, beams fail due to internal ice pressure rather than chemical degradation or creep.

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