Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders

The prestress loss estimation provision in the AASHTO LRFD Bridge Design Specifications was recalibrated in 2005 to be more accurate for "high-strength [conventional] concrete." Greater accuracy may imply less conservatism, the result of which may be flexural cracking of beams under servic...

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Bibliographic Details
Main Author: Garber, David Benjamin
Format: Others
Published: 2014
Online Access:http://hdl.handle.net/2152/24899