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This document summarizes a study that tested the effect of fatigue on the ultimate load behavior of model prestressed and reinforced concrete bridge decks. Test specimens of different span-to-width ratios and prestress levels were subjected to fatigue loading followed by static loading to failure, and compared to specimens under only static loading. The results provide insight into how fatigue impacts the failure characteristics, patterns, and loads of bridge decks.

Author

TrầmLãng

Language

EN