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contributor authorYail J. Kim
contributor authorChen Shi
contributor authorMark F. Green
date accessioned2017-05-08T21:31:05Z
date available2017-05-08T21:31:05Z
date copyrightJune 2008
date issued2008
identifier other%28asce%291090-0268%282008%2912%3A3%28274%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54526
description abstractThis paper investigates the flexure of prestressed concrete beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) sheets, focusing on ductility and cracking behavior. Structural ductility of a beam strengthened with CFRP sheets is critical, considering the abrupt and brittle failure of CFRP sheets themselves. Cracking may also affect serviceability of a strengthened beam, and may be especially important for durability. Midscale prestressed concrete beams
publisherAmerican Society of Civil Engineers
titleDuctility and Cracking Behavior of Prestressed Concrete Beams Strengthened with Prestressed CFRP Sheets
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:3(274)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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