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- W772570981 abstract "Recently, for the purpose of shortening of construction period and cutting labor costs, precast prestressed concrete slabs are widely used to a new bridge system with fewer steel girders. However, there is little experience on the design and construction of prestressed concrete (PSC) decks in Korea. As the number of main girders decreases, the span length of the slabs increases. Therefore, there is a need for establishing a reasonable design method for long span slabs exceeding 5 m. In this study, static and fatigue tests were performed on long span precast deck with two girders. H-beams were used to simulate boundary conditions properly in the longitudinal direction. Two major test variables considered were span length and thickness. The results showed that PSC decks, with a thickness smaller than the minimum value required by the code, possessed a relatively high load carrying capacity. Under the static loading condition, the decks, with a minimum thickness by code and a thickness reduced by 13%, showed the ultimate flexural strength higher than expected. In addition, it seems that the flexural failure modes were more significant than the punching shear failure modes. During the fatigue test, the deck showed linear behavior up to 2 millian cycles." @default.
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- W772570981 date "2003-01-01" @default.
- W772570981 modified "2023-09-24" @default.
- W772570981 title "Static and Fatigue Behavior of the Long Span Precast Decks" @default.
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