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contributor authorXie T.;Mohamed Ali M. S.;Visintin P.;Oehlers D. J.;Sheikh A. H.
date accessioned2019-02-26T07:38:51Z
date available2019-02-26T07:38:51Z
date issued2018
identifier other%28ASCE%29CC.1943-5614.0000878.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248483
description abstractThis paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced polymer (GFRP) bars. To aid in the development of a design guideline for this novel composite beam system, a generic analytical approach that is equally applicable to both conventional concrete and FRC beams reinforced with steel or FRP rebar is applied. Predicted load-deflection and load-crack width responses are compared to the experimental results, showing very good correlation for the flexural behavior of PVA fiber–reinforced concrete members.
publisherAmerican Society of Civil Engineers
titlePartial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars
typeJournal Paper
journal volume22
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000878
page4018043
treeJournal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
contenttypeFulltext


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