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contributor authorRayed Alyousef
contributor authorTim Topper
contributor authorAdil Al-Mayah
date accessioned2017-05-08T22:29:43Z
date available2017-05-08T22:29:43Z
date copyrightFebruary 2016
date issued2016
identifier other46826429.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81525
description abstractThis paper presents the first phase of an ongoing research program at University of Waterloo to study the effect of external fiber-reinforced polymer (FRP) sheet wrap confinement along a lap splice of reinforced concrete (RC) beams on their fatigue bond strength. Fatigue loading of RC beams containing a lap splice resulted in an increase in the number and width of cracks, an increase in deflection, and a decrease of the bond strength between the steel rebar and the surrounding concrete. The phase of the research described here consists of monotonic and fatigue tests of sixteen reinforced concrete beam with dimensions
publisherAmerican Society of Civil Engineers
titleEffect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams
typeJournal Paper
journal volume20
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000588
treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
contenttypeFulltext


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