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← HistoryWhat 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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