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contributor authorChristopher K. Leung
contributor authorW. K. Tung
date accessioned2017-05-08T22:40:54Z
date available2017-05-08T22:40:54Z
date copyrightMay 2006
date issued2006
identifier other%28asce%290733-9399%282006%29132%3A5%28509%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86248
description abstractConcrete beams retrofitted with bonded fiber reinforced plastic (FRP) plates often fail by debonding of the plate from the concrete surface. To predict the failure load in design, a proper debonding model is required. As debonding is a nonlinear process involving material softening, it can be analyzed once the interfacial shear
publisherAmerican Society of Civil Engineers
titleThree-Parameter Model for Debonding of FRP Plate from Concrete Substrate
typeJournal Paper
journal volume132
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2006)132:5(509)
treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 005
contenttypeFulltext


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