Ultimate Shear Capacity and Residual Prestress Force of Full-Scale, Forty-One-Year-Old Prestressed-Concrete Girders
The ultimate shear capacity of prestressed concrete beams is difficult to predict accurately, especially after being in service for an extended period of time. The Utah Department of Transportation asked researchers at Utah State University to experimentally determine the existing shear capacity of...
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| Format: | Others |
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DigitalCommons@USU
2010
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| Online Access: | https://digitalcommons.usu.edu/etd/591 https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=1587&context=etd |