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What risk increased when medieval timber bridges experienced increased traffic?

A)Increased pylon fatigue cracking
B)Accelerated abutment scouring
C)Increased suspender cable abrasion
D)Accelerated adhesive loosening

💡 Explanation

Increased traffic causes resonance within the bridge’s physical structure therefore increasing cyclic loading on the joints specifically inducing FRETTING FATIGUE; rather than other damage patterns due to the repeated mechanical force acting on the joining surfaces.

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