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contributor authorZihan Yan
contributor authorChris P. Pantelides
contributor authorLawrence D. Reaveley
date accessioned2017-05-08T21:30:56Z
date available2017-05-08T21:30:56Z
date copyrightFebruary 2007
date issued2007
identifier other%28asce%291090-0268%282007%2911%3A1%2881%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54425
description abstractExperiments have shown that externally bonded fiber-reinforced polymer (FRP) jackets for square and rectangular columns are not as effective as they are for circular columns. The results of experiments on shape-modified concrete columns using posttensioned FRP shells are presented. Posttensioning was achieved by radially straining the precured FRP shell outwards to a substantial strain level, using expansive cement concrete, over a period of
publisherAmerican Society of Civil Engineers
titlePosttensioned FRP Composite Shells for Concrete Confinement
typeJournal Paper
journal volume11
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2007)11:1(81)
treeJournal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
contenttypeFulltext


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