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- W1482080041 abstract "According to the 2009 Report Card for America’s Infrastructure, one in four of the nation’s bridges are listed as structurally deficient or functionally obsolete, establishing a dire need for new and innovative repair and replacement techniques to improve the efficiency and state of the nation’s bridges. Full-depth pre-cast bridge deck panels have proven to be a rapid, efficient and cost effective solution to cast-in-place bridge deck replacement techniques. However, the panel-to-panel connection for these segmental deck replacement systems requires further development and testing to improve their structural redundancy, and to streamline their installation procedure. Multiple transverse joint configurations have been developed, fabricated, and tested in order to evaluate their shear transfer capabilities and ease of use. It was determined that a round corrugated transverse joint configuration provided the greatest shear transfer capacity and an efficient installation procedure." @default.
- W1482080041 created "2016-06-24" @default.
- W1482080041 creator A5050395409 @default.
- W1482080041 date "2011-03-01" @default.
- W1482080041 modified "2023-09-22" @default.
- W1482080041 title "Transverse joint configuration development and testing for a modular bridge deck replacement system." @default.
- W1482080041 hasPublicationYear "2011" @default.
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