Shear Behavior of Spliced Post-Tensioned Girders
The Center for Transportation Research at the University of Texas at Austin has released a report that evaluates the strength and serviceability of post-tensioned girders loaded in shear, including how a post-tensioning duct located in the web of a girder affects the shear transfer mechanism of a bulb-tee cross-section.
This Summary Last Modified On: 5/6/2015