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- W768043209 abstract "This paper presents the test results of eleven full-scaled precast prestressed beam models of a 22 cm. thick and 2.5m girder-spacing prototype precast prestressed concrete bridge deck subjected to static and pulsating loads. The effect of the longitudinal prestressing force on the flexural behavior of the beam-shaped precast bridge deck with transverse joint is investigated and discussed. Due to the increment of prestressing force, the cracking load is increased and crack occurrence and the loss of the flexural stiffness are decreased. All the test specimens are failed with flexural mode and the ultimate load-carrying capacities are very similar to the predictions obtained by nonlinear analysis based on current code. On the basis of the test results and analysis, the required compressive prestress developed by longitudinal prestressing force is proposed to make sure the safety and serviceability of the precast bridge deck." @default.
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- W768043209 date "1998-01-01" @default.
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- W768043209 title "Determination Method for Longitudinal Prestressing Force in Precast Bridge Deck" @default.
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