Analysis and Design Procedure for FRP-Strengthened Prestressed Concrete T-Girders Considering Strength and Fatigue

dc.contributor.author	Hayder A. Rasheed
dc.contributor.author	Kyle H. Larson
dc.contributor.author	Robert J. Peterman
dc.date.accessioned	2017-05-08T21:30:54Z
dc.date.available	2017-05-08T21:30:54Z
dc.date.copyright	October 2006
dc.date.issued	2006
dc.identifier.other	%28asce%291090-0268%282006%2910%3A5%28419%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/54395
dc.description.abstract	Controlling the prestressing strand-stress range in precracked prestressed concrete girders is critical in the FRP strengthening process to avoid long-term fatigue failures. This paper will address the details of a design procedure that was developed to satisfy target-strengthening requirements while imposing stress range serviceability limits. Two main CFRP flexural strengthening designs were established for use in the experimental program herein. In the first, the amount of CFRP was designed to limit the average strand-stress range to
dc.publisher	American Society of Civil Engineers
dc.title	Analysis and Design Procedure for FRP-Strengthened Prestressed Concrete T-Girders Considering Strength and Fatigue
dc.type	Journal Paper
dc.journal.volume	10
dc.journal.issue	5
dc.journal.title	Journal of Composites for Construction
dc.identifier.doi	10.1061/(ASCE)1090-0268(2006)10:5(419)
dc.tree	Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005
dc.contenttype	Fulltext