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Which bridge failure mode increases when poorly seasoned timber supports a medieval trestle bridge at freezing temperatures?

A)Material creep intensifies linearly
B)Glacial ice lens propagation
C)Adhesive joint micro-fracturing emerges
D)Bending stress-concentration fracturing

💡 Explanation

The major risk is timber embrittlement at freezing temperatures; because increased brittleness means that bending forces induced by load concentrate around flaws in the timber structure, concentrated bending forces exceed fracture toughness, therefore causing rapid formation of cracks rather than gradual yielding.

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