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contributor authorStephen Pessiki
contributor authorKent A. Harries
contributor authorJustin T. Kestner
contributor authorRichard Sause
contributor authorJames M. Ricles
date accessioned2017-05-08T21:30:29Z
date available2017-05-08T21:30:29Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%291090-0268%282001%295%3A4%28237%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54114
description abstractThis paper presents the results of an experimental investigation of the axial behavior of small-scale circular and square plain concrete specimens and large-scale circular and square reinforced concrete columns confined with fiber reinforced polymer (FRP) composite jackets, subject to monotonic, concentric axial loads. Improvements in the axial load-carrying and deformation capacities of FRP jacketed concrete members over unjacketed members are reported. Factors influencing the axial stress-strain behavior of FRP confined concrete, such as transverse dilation and effectively confined regions and their relationship to jacket properties, are identified and discussed. Factors necessary to calibrate in situ jacket behavior and reported or measured FRP material properties are proposed and their interrelationships discussed.
publisherAmerican Society of Civil Engineers
titleAxial Behavior of Reinforced Concrete Columns Confined with FRP Jackets
typeJournal Paper
journal volume5
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2001)5:4(237)
treeJournal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 004
contenttypeFulltext


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