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contributor authorYail J. Kim
contributor authorPatrick J. Heffernan
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%28246%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54523
description abstractThis paper presents the recent progress and achievement in the application of fiber-reinforced polymers (FRP) on strengthening reinforced/prestressed concrete beams subjected to fatigue loading. Although the performance of FRP-strengthened structures under monotonic loading has been intensively investigated, fatigue behavior is relatively less known to date. This paper summarizes most of the currently available literature, including the codes and design manuals, on reinforced/prestressed concrete beams externally strengthened with FRP. The review focuses specifically on the fatigue life as a function of the applied load range, bond behavior of externally bonded FRP, damage accumulation, crack propagation, size effects, residual strength, and failure modes. Research needs including considerations for design guidelines are presented.
publisherAmerican Society of Civil Engineers
titleFatigue Behavior of Externally Strengthened Concrete Beams with Fiber-Reinforced Polymers: State of the Art
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:3(246)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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