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contributor authorP. M. M. Achintha
contributor authorC. J. Burgoyne
date accessioned2017-05-08T21:31:07Z
date available2017-05-08T21:31:07Z
date copyrightAugust 2008
date issued2008
identifier other%28asce%291090-0268%282008%2912%3A4%28396%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54538
description abstractThis paper presents a fracture mechanics model to determine the load at which FRP plates will debond from reinforced concrete beams. This will obviate the need for finite-element analyses to be used in situations where there is an infinite stress concentration and where the exact details of the interface geometry and properties are unknowable. The paper shows how fracture mechanics concepts based on energy release rates, can be used to answer the question “Will this existing interface crack extend?” Possible modes of debonding are analyzed as is the effect of the plate curtailment location on the debonding mode.
publisherAmerican Society of Civil Engineers
titleFracture Mechanics of Plate Debonding
typeJournal Paper
journal volume12
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:4(396)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
contenttypeFulltext


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