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Which mechanism caused damage accumulation in Roman siege towers under repeated ballista impacts?

A)Progressive fiber buckling within timber frame
B)Delamination of layered hide armor panels
C)Corrosion of iron support brackets
D)Erosion of stone mortar foundations

💡 Explanation

Under repeated ballista impacts, progressive fiber buckling occurred because compressive stresses exceeded the elastic limit within timber, leading to cumulative micro-failures in the wood structure. Therefore fiber buckling resulted, rather than delamination, corrosion, or erosion, which require different materials or environmental conditions to cause damage.

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