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- W870762527 abstract "In this study, a series of static and fatigue loading tests was conducted on a composite bridge constructed using full depth precast Panels. The model bridge consisted of 7 precast panels on two stringers. Each panel consisted of six· pocket holes to allow room for stud shear connectors and has a groove at both transverse sides to form a shear key joint between two adjacent panels. The pocket holes and the shear key joints were filed with nonshrink-mortar. A series of static loads was applied, along with 2 million cycles of fatigue loading. A water pool was provided at the transverse joint to check for water leakage during the fatigue loading. The results indicate that the performance of the transverse joints meets all requirements for a precast concrete bridge deck system, including serviceability, ability to transfer loads, and no water leakage." @default.
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- W870762527 date "1999-01-01" @default.
- W870762527 modified "2023-09-23" @default.
- W870762527 title "Static and Fatigue Tests on Composite Bridge using Precast Concrete Decks" @default.
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