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contributor authorNayera Mohamed
contributor authorAhmed Sabry Farghaly
contributor authorBrahim Benmokrane
date accessioned2017-05-08T22:35:53Z
date available2017-05-08T22:35:53Z
date copyrightFebruary 2017
date issued2017
identifier other51271494.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83305
description abstractThis paper presents a novel beam-testing method to assess the bond performance of fiber-reinforced polymer (FRP) bars in reinforced-concrete resisting systems subjected to tension–compression reversed cyclic loading. Special attention was paid to ensuring the stability of the proposed test setup, limiting all unwanted forces generated in the system and allowing for the application of tension and compression forces to the FRP bar without premature bar buckling. Preliminary test results are presented specifically for the cyclic bond stress-slip relationship under different loading conditions—tension–tension and tension–compression cyclic loading—in addition to the monotonic-tension loading to assess the suitability of the novel testing method.
publisherAmerican Society of Civil Engineers
titleBeam-Testing Method for Assessment of Bond Performance of FRP Bars in Concrete under Tension–Compression Reversed Cyclic Loading
typeJournal Paper
journal volume21
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000687
treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 001
contenttypeFulltext


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